Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutEngineering 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 . ,,. PH: 772-409-10 .. ,: FX: 772 409 10 RODvvm.A1Truss.co� `.............. ....... t: T- � TRUSS ENGINEERING BUILDER: CalAtlantic Homes SF PROJECT: RIVERBEND LOT/BLK/MODEL: Lot:37 / Model:6811 / EIev:A / GR/ M-SITTING AR JOB#: 66796 MASTER#:. XCAS6811AM OPTIONS: STXMBR: M-BDRM SITTING AREA ?..::.. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 a a� rely on lumber values established by others. A,77- 1 ROOF' These truss designs TRUSSES ¢,FLO,IDA`,CORPORATIpN• RE:Job XCAS6811AM A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce,FL 34946 3P Information: customer Info: CALATLANTIC HOMES-S FL DIVISION Project Name: MASTER MODELS -ot/Block: Model: 6811 EL A %ddress: Subdivision: �ity: - County: State: FL game Address and License#of Structural Engineer of Record, If there is one,for the building. Vame: License#: jbddress: 7Ity. 3eneral Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special -oading Conditions): design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Nind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load:45.0 psf Floor Load: 0.0 psf this package includes-87 individual,dated Truss Design Drawings and 0 Additional Drawings. Nih my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet :7forms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. !9 Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# Truss Name Date I A0119731 A01 12/12/16 13 A0119743 A13 12/12/16 25 A0119755 B08 12/12/16 ' A0119732 A02 12/12/_16 14 A0119744 A14 12/12/16 26 A0119756 B09G 12/12/16 I A0119733 A03 12/12/16 15 AO119745 A15 12/12/16 27 AO119757 B10 12/12/16 I A0119734 A04 12/12/16 16 A0119746 B01G 12/12/16 28 A0119758 1311 12/12/16 i- A0119735- A05 12/12/16 -17 A0119747 B02 12/12/16 29 A0119759 B12 12/12/16 i A0119736 A06 12/12/16 18 A0119748 B02A 12/12/16 30 A0119760 B13G 12/12/16 ' A0119737 A07 12/12/16 19 A0119749 B02B 12/12/16 31 A0119761 C01 12112/16- 1 A0119738 A08 12/12/16 20 A0119750 B03 12/12/16 32 A0119762 CO2 12/12/16 A0119739 A09 12/12/16 21 IA0119751 B04 12/12/16 33 IA0119763 CO3 12/12/16 10 A0119740 A10 12/12/16 22 A0119752 B05 12/12/16 34 A0119764 C04 12/12/16 11 A0119741 All 12/12/16 23 A0119753 B06 12/12/16 35 A0119765 C05 12/12/16 12 A0119742 I Al2 12/12/16 24 A0119754 B07 12/12/16 36 A0119766 C06 12112/16 -he truss drawing(s)referenced have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided byA-1 Roof Trusses, .td. Truss Design Engineer's Name: Anthony Tombo III Ay license renewal date for the state of Florida is February 28,2017. JOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. ' � 1tl °°_j*� '�fi� ,. 'he suitabilityand use of components for an articular building is the responsibility of the P Y P 9� P ty milding'designer,per ANSI/TPI-1 Sec.2. ; "he Truss Design Drawing(s)(TDD[s])referenced have been prepared based on the os .; :onstruction documents(also referred to at times as'Structural Engineering Documentsl- r )rovided by the Building Designer indicating the nature and character of the work. "he design criteria therein have been transferred to Anthony Tombo III PE by[Al Roof o' .. russes or specific location]. These TDDs(also referred to at times as'Structural ofgn iy gatryA t�p. r# eR Engineering Doc umentsIarespecialtystructuraIcomponent des ignsand may bepartofthAnthony rummni �"y am" ON US,st Hod' i )roject's deferred or phased submittals. As a Truss Design Engineer(i.e.,Specialty T.Tombo a 9« g Anm"°"T��'�q►' 'Q°d !Q�a �� Engineer),the seal here and on the TDD represents an acceptance of professional r rmm�o mgmeering responsibility for the design of the single Truss depicted on the TDD only. The i Anm«yTomno�nxng,•r;tl�8�` �� 0 lui ding Designer is responsible for and shall coordinate and review the TDDs for Y III G�.2011&12.1]lEq&31-0 ay :ompatibilitywith their written engineering requirements. Please review all TDDs and all Anthony Tombo III,P.E. c; r elated notes. Z. 3B BG A2 2I 4(i QB'OQ;O{3$C L2 E7 D€;; Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. • TRUSSES A FLORIDA CORPORATION. RE: Job XCAS6811AM qo. Seal# Truss Name Date No. Seal# Truss Name Date 17 A0119767 C07 12/12/16 75 A0119805 J5 12/12/16 18 A0119768 C08 12/12/16 76 A0119806 J7 12/12/16 19 A0119769 C09 12/12/16 77 A0119807 RA 12/12/16 10 A0119770 C10 12/12/16 78 A0119808 RC 12/12/16 11 A0119771 C11 12/12/16 79 A0119809 RD 12/12/16 12 A0119772 C12 12/12/16 80 A0119810 RE 12/12/16 13 A0119773 C13 12/12/16 81 A0119811 MV2 12/12/16 14 A0119774 C14 12/12/16 82 A0119812 MV3 12/12/16 15 A0119775 C15 12/12/16 83 A0119813 MV4 12/12/16 16 A0119776 C16 12/12/16 84 A0119814 MV5 12/12/16 17 A0119777 C17 12/12/16 85 A0119815 MV7 12/12/16 18 A0119778 C18 12/12/16 86 A0119816 V4 12/12/16 19 A0119779 C19 12/12/16 87 A0119817 V8 12/12/16 i0 A0119780 C20 12/12/16 it A0119781 C21G 12/12/16 i2 A0119782 C22 12/12/16 i3 A0119783 C23 12/12/16 i4 A0119784 C24 12/12/16 i5 A0119785 CA 12/12/16 i6 A0119786 CJ3 12/12116 i7 A0119787 CJ3A 12/12/16 i8 A0119788 CJ38 12/12/16 i9 A0119789 CJ5 12/12/16 i0 A0119790 CJ5C 12/12/16 i1 A0119791 CJ51) 12/12/16 i2 A0119792 D01 12/12/16 i3 A0119793 D02 12/12/16 i4 A0119794 D03 12/12/16 i5 A0119795 D04 12/12/16 i6 A0119796 D06 12/12/16 i7 A0119797 D07 12/12/16 i8 A0119798,.'`'E01 i ;' 12/12/16 i9 A0119799,\ ..•EG7A 12/12/16 '0 A01t98Q0` EG7G 12/12/16 '1 A01=19801 G01G 12/12/16 '2 A011986-2, v J,15 12/ 2;1_16 '3 A0119803 HJ7 �7 _12l12116 '4 A0119804 - HJ7C �2/12/16 =� Page 2 of 2 Job )� Truss Truss Type Qty Ply Std. Pac./6811 El A AO119731 XCAS6811AM AO1 Hip 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug -1 2016 MiTek Industries,Inc. Mon Dec 12 14:34:40 2016 Page ID:cS2yUAsdrwV4V5ztD1 W WpPzmH46-gsizOvv31J IignaF.zuL_1 tWg3310m8aiA7rJOHy9hrT 1 4 7-0-12 14-3-0 19-9-6 25-3� 31-9-12 37-0-12 -2-8-12 45-8-0 �_ 7.0.12 7-2 4 5 6-6 5-5-14 6-6-8 5-3-0 5-8-0 2-11� 4.00 12 5xl0 MT20HS= 3x4 II 4x6= Dead Load Defl.=15116 it 3x8 MT20HS= 5x8 11 8 3x4 II 7 TA 9 11 12 5x6 WB-- 3x6 f 6 T 4x6,:-;§B1 W8 W9 7x10 MT20HS__ 4 W6 W1 13 0 W4 4 3 2 1 � yr BA 2x4 I I 3 0 1 2 1 0 19 17 16 7x1 Io 29 1830 31 32 N c� O 27 22 28 21 5x10 MT20HS= 15 33 14 34 35 36 13 4x8 3x10= 3x4= 3x6= 3x6= 3x4 II 3x10= 5x6= 7x14 MT20HS= 7-0-12 14-3-0 19-9 6 2%3-4 31-9-12 37-0-12 , 42-8-12 ,45-8-0, 7-0-12 7-2 4 5- _6 5-5-14 6-6-8 5-3-0 5 8-0 2-11 4 Plate Offsets(X,Y)- [2:0-0-0,0-1-21,[5:0-3-0,Edge],[7:0-7-0,0-2-8],[13:0-3-0,0-3-0],[l6:0-4-4,0-3-4],[19:0-2-0,0-1-81,120:0-7-12,Edge],[21:Edge,0-1-8],[22:0-3-8,0-1-8] LOADING(psf) SPACING-' 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.88 19-20 >622 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -1.46 19-20 >375 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.56 13 n/a n/a ,�13CDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:308 lb FT=0% LUMBER- TOP CHORD 2x4-SP M 30*Except* 9)Provide mechanical connection(by others)of truss T6,T5:2x4 SP No.2,T2,T1:2x4 SP M 31 BOT CHORD to bearing plate capable of withstanding 1024 lb uplift BOT CHORD 2x4 SP M 30*Except* 2-27=-4571/4809,22-27=-4571/4809, at.joint 2 and 956 lb uplift at joint 13. B1,B3:2x4 SP M 31,B2:2x4 SP No.2 20-21=0/283,4-20=-1080/1293, 10)This truss has been designed for a moving 135:2x4 SP No.3 20-29=-6447/6906,19-29=-6447/6906, concentrated load of 200.01b live located at all mid WEBS 2x4 SP No.3*Except* 18-19=4415/4825,18-30=-4415/4825, panels and at all panel points along the Bottom Chord, W3:2x4 SP M 30 17-30=-4415/4825,17-31=-3109/3502, nonconcurrent with any other live loads. OTHERS 2x4 SP No.3 31-32=-3109/3502,1.6-32=-3109/3502, WEDGE 8-16=-444/506,14-34=-545/621, Left:2x4 SP No.3 34-35=-545/621,35-36=-545/621, LOAD CASE(S) BRACING- 13-36=-545/621 Standard TOP CHORD WEBS Structural wood sheathing directly applied or 2-2-0 oc 3-22=-1282/1427,20-22=-4677/4884, purlins, except end verticals. 3-20=-1822/2016,4-19=-2336/2281, BOT CHORD 6-19=-997/1197,6-17=-1773/1744, Rigid ceiling directly applied or 2-10-7 oc bracing. 7-17=-1065/1280,7-16=-738/722, WEBS 14-16=-147211757,10-16=-1907/2124, 1 Row at midpt 10-14=-2070/1959,11-14=-1591/1913, 20-22,3-20,4-19,6-17,7-16,10-16,10-14,11-14,12-13 11-13=-1991/1769 11-13 MiTek recommends that Stabilizers and required NOTES- cross bracing be installed during truss erection,in 1)Unbalanced roof live loads have been considered -accordance with Stabilizer Installation guide. for this design. 2)Wind.ASCE 7-10;Vult=170mph(3-second gust) REACTIONS. (lb/size) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; 2 = 2143/0-8-0 (min.0-1-12) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 13 = 2047/0-3-8 (min.0-2-7) (envelope)and C-C Exterior(2)zone;cantilever left Max Horz and right exposed;C-C for members and forces& 2 = 521(LC 8) MWFRS for reactions shown;Lumber DOL=1.25 plate Max Uplift grip DOL=1.25 2 = -1024(LC 8) 3)Provide adequate drainage to prevent water 13 = -956(LC 8) ponding. Max Grav 4)All plates are MT20 plates unless otherwise 2 = 2143(LC 1) indicated. 13 = 2047(LC 1) 5)Plate(s)atjoint(s)5 checked for a plus or minus 3 degree rotation about its center. FORCES. (lb) 6)Plate(s)atjoint(s)9,11,12,2,21,4,18,8,15,3, Max.Comp./Max.Ten.-All forces 250(lb)or less except 22,20,19,6,17,7,16,10,14,1 and 13 checked for a when shown. plus or minus 0 degree rotation about its center. TOP CHORD 7)This truss has been designed for a 10.0 psf bottom 2-3=-5161/4190,34=-7314/6377, chord live load nonconcurrent with any other live 4-5=-5149/4456,5-6=-5086/4472, loads. 6-7=-3726/3271,7-8=-2981/2689, 8)*This truss has been designed for a-live load of 8-9=-2964/2675,9-10=-2964/2675, 20.Opsf on the bottom chord in all areas where a 10-11=1667/1511 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members,with BCDL= 2-27=-4571/4809,22-27=-4571/4809, 10.Opsf. aRiv nnv Cuug Atrri:+ar A i ropgiAess fsu(s}rar,Aunu a(aA anr.Asnxma(e¢r A?s�weA� fnr r�:.ar l:is,g�en:ml::.Ann::v r:rm:e,;g,enrinPil�an:w�:.t r.(:3�n,eF r:gnn.we9k re or_Udns kuv a filet n ik.Ngm1! eaRuemriensiti<n:u:rne(conHnrilA:.L.:s6nrye[ra:rle.,sr:eeryrgeen,lusnlu:nIDDrgnsnnmmefla;ednegeeni:adeeQttmcgmgnNAutbr6ein'gtRrsdgalnsskgeednReTUDMt,nlnTd.Tklesyanusgnnslvesrynrini:cs,urtkhry Anthony T.Tombo III,P.E. wwamst�: muieastsn:nsg:nwararLann,�ai.a» a.AnWm!<Agrnsg.��nnm:in:ir[.n:u(n(a:img.Arms:¢am-i.r�qr.adc:momAutn:u.s.tn:iau.�e�A.A:.ern>,i.�n�natG:A�:msAese::;gwa.ryt 3800B3 B:etA!AsA;x :aA(mopbr.20:Ue:5.9nitiettelGDelloegrmi:na.lg:itelirtsdfur:ilfue(t:n(a'enlfthJg'xae1n;ELIgr.:lif4AATiPIpASt(Ameuhrn;eABrgn:Ng:la:e.RA17x5rxslh!!ng:osf'i Aes¢9ArtndlttTnft6esine,rassCts}a6tivenmdire;sttpotadner,atn 44515t.Lucie Blvd. nSenhe Eelrtrl grefnral agsni rganWrnruglt n7gu:n tr.:r.A iAr innCxsi,ro u7uen6liGiC:bArwgGe;iga!r,erTnssSgnna hgirendmry iu6"o7.All m}ra]xeARmoaas Aia;i i.iitl. Fort Pierce,FL 34946 ! '(�c'pyriffhf 01016 A-1 Iool Tmsses-Anthony i,iomho III,P.E.2eprodudicn of this doamer:L in any form,is prohibited nithooi the n'ritirn permission from R-1 Roof basses-Amkony T,tamho Igl,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A 11; XCASF311AM A02 Hip 2 1 A0�19732 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:41 2016 Page 1 - - ID:cS2yUAsdrwV4V5ztD I WWpPzmH46-J2GLEFvi3dQZRw9RXbsDa42 02TcmVassOmasYjy9hn- -4-0 - 4-3-0 19-2-88 24 -0 3-91-1-414 3 -9-112 7-7-151 463--210 5 4 -2 770-122 1-8 3-9-4 5-91 -5 a 3x4 11 4x6= 364 I� Sx6= e Load Defl.=1-3/16 i 4.00 12 3x6= 3x8 MT20HS= Sx8 7 8 9 10 11 12 13 3x6 6 5x10 MT20HS W� 3x4 II T W9 / 5 4 WS W1 1 0 - 3x6% 4 4 3 W2 1 ds 2x4 II 3ZXE W10 sn 1 2 1 0 18 17 7xl 00 • 29 19 30 31 32 N 0 27 22 28 21 5x10 MT20HS= 16 33 15 3435 36 14 4x8= 3x10= 3x4= 3x8 3x4 II 4x8= 5x6= 12x18 MT20HS= 45-8-0 i 7-0-12 14-3-0 24-2-0 31-9-12 37-7-11 43-10-0 454-41 7.12 7-2-4 9-11-0 73 2 5.9.15 6.2-5 1-6-8 0-3-8 Plate Offsets(X,Y)— [2:0-0-0;0-1-2],[3:0-2-8,0-1-8],[4:0-5-0,Edge],[6:0-2-8,0-1-8],[12:04-0,0-2-6],[14:0-3-0,0-3-0],[17:0-4-4,0-3-4],[20:0-3-4,Edge],[21:Edge,0-1-8], [22:0-3-8,0-1-81 LOADING(psf) SPACING- 2=0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.88 18-20 >621 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.68 18-20 >324 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0:97 Horz(TL) 0.53 14 n/a n/a *!� BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:307 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31*Except* 9)This truss has been designed fora moving T3,T5:2x4 SP N0.2,T4:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP M 31*Except* 2-27=-4573/4818,22-27=-4573/4818, concentrated load of live located at all mid B2;B5:2x4 SP No.3,136:2x4 SP M 30 20-21=0/282,5-20=-439/601, panels and at all panell points s along the Bottom Chord, WEBS 2x4 SP No.3*Except* 20-29=-4563/4938,19-29=-4563/4938, nonconcurrent with any other live loads. W3:2x4 SP M 30,W4,W5:2x4 SP No.2 18-19=-4563/4938,18-30=-3112/3528, OTHERS 2x4 SP No.3 30-31=-3112/3528,31-32=-3112/3528, LOAD CASE(S) WEDGE 17-32=-3112/3528,9-17=-325/378, Standard Left:2x4 SP No.3 15-34=357/406,34-35=-357/406, BRACING- 35-36=-357/406,14-36=-357/406 TOP CHORD WEBS Structural wood sheathing directly applied or 2-2-0 oc 3-22=-1281/1415,20-22=-4632/4883, purlins, except end verticals. 3-20=-1861/2077,6-20=-2484/2674, BOT CHORD 6-18=-1640/1723,7-18=-744/957, Rigid ceiling directly applied. 8-18=-370/454,8-17=-743/738, WEBS 15-17=-1453/1718,11-17=-1939/2181, 1 Row at midpt 11-15=-2081/1975,12-15=-l754/2087, 20-22,3-20,6-20,6-18,15-17,11-17,11-15,13-14, 12-14=-1995/1781 12-i 5,12-14 MiTek recommends that Stabilizers and required NOTES- cross bracing be installed during truss erection,in 1)Unbalanced roof live loads have been considered accordance with Stabilizer Installation guide. for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) REACTIONS. (lb/size) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=S.Opsf,- 2 = 2143/0-8-0 (min.0-1-12) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 14 = 2047/0-3-8 (min.0-2-7) (envelope)and C-C Exterior(2)zone;cantilever left Max Horz and right exposed;C-C for members and forces& 2 = 515(LC 8) MWFRS for reactions shown;Lumber DOL=1.25 plate Max Uplift grip DOL=1.25 2 -1025(LC 8) 3)Provide adequate drainage to prevent water 14 = -971(LC 8) ponding. Max Grav 4)All plates are MT20 plates unless otherwise 2 = 2143(LC 1) indicated. 14 = 2047(LC 1) 5)Plates checked for a plus or minus 0 degree rotation about its center. FORCES. (lb) 6)This truss has been designed for a 10.0 psf bottom Max.Comp./Max.Ten.-All forces 250(lb)or less except chord live load nonconcurrent with any other live when shown. loads. TOP CHORD 7)*This truss has been designed for a live load of 2-3=-5169/4190,3-4=-7338/6346, 20.Opsf on the bottom chord in all areas where a 4-5=-7262/6362,5-6=-7356/6562, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6-7=-3983/3451,7-8=-3741/3356, bottom chord and any other members,with BCDL= 8-9=-3131/2773,9-10=-3124/2769, 10.Opsf. 10-1 1=-3124/2769,11-12=-1657/1466 8)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 1025 lb uplift 2-27=-4573/4818,22-27=-4573/4818, at joint 2 and 971 lb uplift at joint 14. ZtBecie!-nras da•ss'J)red!rri!';,-130Ertmss:stifflul:upEflt mutaeocinntsvnlon{Zrra ie�a�i[t�ut+rtsra rKdra!!irr Ferextns�treaocK•!rdstmsas;r,:r!nm�[�i�n•t!u!�1.1!s;.o:et tden;eu!d�dceese gd❑sue!ndse ndd s!ik!mg afr Mriet:srx!hrjYes ilm Meas!l In De iCCt•t!real dselrns D!sq•fnerx;ias,AWlryi!ey;,Neudue!eTDD!rym!mamelnreAGtpfnamle!�wini rests•!dil3shr!&ees'pdkseo!Iwdpt,or TOD.*..1nT114.Tte dngr ns.almu,tcserjnd!urr.;usddo Anthony T.Tombo lII,P.E. ml rsed�it lmis h;•n4teiEl ss tle tasne:IilAr rl lild•ev;!�9raeit o:SSesn!de}ad rrBe Adei!s Msge!r;tsd!uslateitlelil;tielSrol6e l!mit«1d!gudesdlnl.itegprnds(&e iDO md•cenri•srdl7e toss,c¢IdngEdhay,sh:ee,hshlidnr sedtreo<y sk11e5!!syaunA3tsf 180083 axF%daT,esysr Wtaeled!r.t7•!tessd•AsttttLi:e>t Pepatires vely!ifeiires46e teafot fez(•a!aiSddr k'a¢r9a ElOI)irMntMplflatSs(laert!!p;MMsu!nlT.iena.IF-I rx5es 6a!esTuu3tin¢ffrixd F.elms0!sipEt,Tr•ssesr5pxn mdl,e;suvd!darr,mrss 4451 St.Lucie Blvd. 15!nisefdue/lyarwrMalatduin i!eritiq trs0 tunes in!trlrs!lnnr•9litimxis lTl6!tuLal fxsip:cerTnssSysfe3 E!ineu dosyirilfai.ll(op'ca±e1R!os rrmldh!IuDFI' Fort Pierce,FL 34946 Copyright 02Df6A-I loaf Trusses-Anthony T.Tembe III,P.E.Reptodunion of this doamert,in any form,is prohibited without the witien permission from A-)Rol Trusses-Anihosyl.Tombo III,P.E. Job Truss Truss Type Q Ply Std. Pac./6811 El A A0119733 XCAS-6811AM A03 Hip 1 1 Job Reference ❑ tionall Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:42 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-nEgjRbwKgwYQ34ke5JNS6lbAvtwsE2a?dQKQ4Ay9hm 14- 7-0-12 14-3-0 18-2-8 22-2-0 26-11-14 31-9-12 38-8-13 45-10-0 46 -0 4- 7-0-12 7-2 4 3-11-8 3-11-5 4-9-14 4-9-14 6-11-1 7-1-4 0- -0 4x6= Dead Load Deft.=1-1/16 i 5x6= 3x4 11 3x8 MT20HS= 4.00 12 3x6= 4x6—_ 7 8 9 10 11 12 4x6 6 5x10 MT20HS W� 3 5 11 W4 W9 W5 g W1 N O 3x6� 4 16 3 d 3 W2 1 y 2x4 11 3 19 16 W10 1 7x10— Ic? o 2 28 t8 17 29 30 31 N 0 26 27 3x8 MT20HS= 15 32 14 33 21 20 13 .f _ 4x8= WO= 3x4= 3x8 3x4 I I 4x8= 4x6 I I 12x18 MT20HS= 7-0-12 14-3-0 22-2-0 31-9-12 38-8-13 46-0-0 7-0-12 7-2-4 7-11-0 9-7-12 6-11-1 7-3-3 Plate Offsets(X,Y)— [2:0-0-0,0-1-2],[3:0-2-8,0-1-8],[4:0-5-0,Edge],[6:0-2-0,0-2-0],[12:0-3-0,0-1-12],[13:Edge,0-3-8],[14:0-2-0,0-1-12],[16:0-4-4,0-3-0],(19:0-3-4,Edge], 120:Edge 0-1-8] [21.0-3-8 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.90 18-19 >610 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.56 18-19 >352 240 MT20HS 187/143 -BCLL 0.0 Rep Stress Incr YES WB 0.94 Horc(TL) 0.57 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:292 lb FT=0% LUMBER- ' TOP CHORD 2x4 SP M 31*Except* 8)*This truss has been designed for a live load of T3,T4:2k4 SP M 30 TOP CHORD 20.Opsf on the bottom chord in all areas where a LBOT CHORD 2x4 SP M 30*Except* 2-3=-5212/4211,3-4=-7404/6376, rectangle 3-6-0 tall by 2-M wide will fit between the B1:2x4 SP M 31,B2,B5:2x4 SP No.3 4-5=-7327/6392,5-6=-7405/6579, bottom chord and any other members,with BCDL= B6:2x4 SP No.2 6-7=-4509/3882,7-8=-4263/3761, 10.Opsf. WEBS 2x4 SP No.3*Except* 8-9=-3610/3101,9-10=-3597/3098, 9)Provide mechanical connection(by others)of truss W3:2x4 SP M 30,W13:2x4 SP No.2 10-1 1=-3597/3098,11-12=-1692/1433, to bearing plate capable of withstanding 1036 lb uplift OTHERS 2x4 SP No.3 12-13=-1998/1758 at joint 2 and 1002 lb uplift at joint 13. WEDGE BOT CHORD 10)This truss has been designed for a moving Left:2x4 SP No.3 2-26=-4583/4859,21-26=-4583/4859, concentrated load of 200.OIb live located at all mid BRACING- 19-20=0/282,5-19=-417/573, panels and at all panel points along the Bottom Chord, TOP CHORD 19-28=-4839/5296,18-28=-4839/5296, nonconcurrent with any other live loads. Structural wood sheathing directly applied or 2-2-0 oc 17-18=-3614/4095,17-29=-3614/4095, purlins, except end verticals. 29-30=-3614/4095,30-31=-3614/4095, BOT CHORD 16-31=-3614/4095,9-16=-394/457 LOAD CASE(S) Rigid ceiling directly applied or 14-12 oc bracing. WEBS Standard WEBS 3-21=-1290/1421,19-21=4651/4909, ! 1 Row at midpt 3-19=-1869/2098,6-19=-2290/2422, 19-21,3-19,6-19,6-18;14-16,11-16,11-14,12-13 6-18=-1533/1588,7-18=-879/1123, 2 Rows at 1/3 pts 12-14 8-18=-229/318,8-16=-730f772, MiTek recommends that Stabilizers and required 14-16=-1448/1732,11-16=-2160/2470, cross bracing be installed during truss erection,in 11-14=-2123/201.5,12-14=-2075/2450 accordance with Stabilizer Installation guide. NOTES- REACTIONS. (lb/size) 1)Unbalanced roof live loads have been considered 2 = 2158/0-M (min.0-1-13) for this design. 13 = 2062/0-7-8 (min.0-2-7) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max Horz Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.0psf; 2 = 500(LC 8) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Max Uplift (envelope)and C-C Exterior(2)zone;cantilever left 2 = -1036(LC 8) and right exposed;C-C for members and forces& 13 = -1002(LC 8) MWFRS for reactions shown;Lumber DOL=1.25 plate Max Grav grip DOL=1.25 2 = 2158(LC 1) 3)Provide adequate drainage to prevent water 13 = 2062(LC 1) ponding. 4)All plates are MT20 plates unless otherwise FORCES. (lb) indicated. Max Comp./Max.Ten.-All forces 250(lb)or less except 5)Plate(s)at joint(s)4,10,2,20,5,17,9,15,13,3, when shown. 21,19,6,18,8,16,11,14,12 and 1 checked for a TOP CHORD plus or minus 0 degree rotation about its center. 2-3 5212/4211,34=-740416376, 6)Plate(s)at joint(s)7 checked for a plus or minus 3 4-5=-7327/6392,5-6=-7405/6579, degree rotation about its center. 6-7=,-4509/3882,7-8=-4263/3761, I 7)This truss has been designed for a 10.0 psf bottom 1 8-9=-3610/3101,9-10=-3597/3098, chord live load nonconcurrent with any other live 10-11=-3597/3098,11-12=-1692/1433, loads. i ;i¢ruT-Acne 4arKAi r:rievire'ki tOOiIfDSS3{s�tlFs`k 61a0st1AU5 E(9k?IDDISOISID9(t7IE1'JAa11CR!HEYfXI'fEE¢Ye3j le!ieElEmatleisadrEofaa!esnfasTrvssCa�grCnviar;IDD}ad fle lelkey l.loa�I7:Pi rElnna�hxiL;aeae.Odusct4fExisefike Fr lEe lDD,mtr D1TeY mExmrr'rer si:llxnel In flelCllnlE u6l.bairns DetiSs Fr w(.e,S7 eA+FeSueeats sedunyTO6:eSinEm®aEe ::tef'W fiakstirnl upeeiFireAEet3Lry(rt IN1ngFnfl'ss!ciitTnssee�laeta4e 16Dnlr.rder l?I1.IkiugEnasplaFxlEetynnairn,ssinFadJ Anthony T.Tombo III,P.E. �meilsitlmssh;seS FEO£aS lsflEretpssilildf vl rxE Oven,de Ovau'sm+�iamelai.»aflelEilaFr DetlSeer,Wds seEleEtel tBe lrl.tlelKnsflelawi foDSr�uN Er�1Ad-I4qF"d4h.NOM:Ef I 80083 O DR rvZaDDn: Nloa7nty.roeNEE S'Je:d lefle l�-0GI IFIfIi'.aRSIA1 iI11e7i1n Eiritlfl.I61(t5(M!fl Stl'.Ir�L'ABellq ir($I1fE;lif}�ar 1A S1$rIl ORItItIp6�Fii TleElillE[L fAI(i'�LtS:eenfau%.'vsn EradRssal lx trus Desiuu,irose;hcp;a7iFen�alre;sl'wdatlmye.•tn 4451 St.Lucie Blvd. o5wi!e leh tl6yatrmttloTttOgar iavnmrlf FO runes lndEe1.11e Vass reuv 67iees It GOiS:hdS�[nu}re,eelnstSysk�Equeer elmf ioiao}lil o>eeaxcl!esut Er.nlAia1f71fFl. Fort Pierce,FL 34946 (appigh102016A-1 Roof Trusses-Anthony T.Tombo III,P.F.Reploduoionof ibis da(emeel,in any farm,ispsoh`bledvdibut the writtenpermission[jam AA Roof Lasses-AoltoayT.Tomb 111,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A ► XCAS6811AM A06 Half Hip 1 1 A0119736 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31-2016 MiTek Industries,Inc. Mon Dec 12 14:34:44 2016 Page ID:aS2yUAsdrwV4V5ztDI W WpPzmH46-jdxTsGyaMXo8lOtOCkQwBjgVDgf5iywl5kpW92y9hn �1-4-p 7-0-12 14-3-0 16-2 Q 21-5-10 26-9-9 31-9-12 38-10-15 46-0-0 Y 4-d 7-0-12 7-2 4 1-11- 5-3-10 5�-0 5-0-3 7-1-3 7-1-1 4.00 V2 5x10 MT20H5= 3x6= 3x4 11 Dead Load Defl.=1-3/16 i 4x6 3x6= 5x10 MT20HS= 4x10= 3x4 II 5x1O MT20HS WI3-_- 5 6 7 8 9 10 11 12 = W9 3x6 4 3 is 12 1 W2 1 .3 B3 SE12 RA 2x4 II 3 0 16 W 0 0 ,2 2 Sx12— O 1 29 t9 30 18 1T 31 IN `rI 3x8= 27 28 5x1O MT20HS WB= 32 33 34 22 21 15 14 13 3x6= 4x8= 3x10= 3x4= 3x4 11 3x8= 5x6= 7x14 MT20HS= 7-0-12 14-3-0 16-2- 23-11-14 31-9-12 38-10-15 46-0-0 7-0-12 7-2-4 1_ 1_ 7-9-14 .7-9-14 7-1-3 7-1-1 Plate Offsets(X,Y)— [2:0-0-0,0-1-2],[3:0-2-8,0-1-8],[4:0-5-0,Edge],[9:0-5-0,Edge],[11:0-3-8,0-2-0],[13:0-3-0,0-3-0],[14:0-2-8,0-1-8],[20:0-7-12,Edge],[21:Edge,0-1-81, [22'0-3-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) 1.05 17-19 >523 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -1.83 17-19 >300 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.73 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:276 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31*Except* 7)•This truss has been designed-for a live load of .T3:2x4 SP M 30 TOP CHORD 20.Opsf on the bottom chord in all areas where a BOT CHORD 2x4 SP M 31-Except* 2-3=-5211/4221,3-4=-7366/6229,- rectangle 3-6-0 tall by 2-M wide will fit between the B2:2x4 SP No.2,B5:2x4 SP No.3 4-5=-7289/6249,5-6=-6350/5430, bottom chord and any other members,with BCDL= B6:2x4 SP M 30 6-7=-6059/5218,7-8=-6557/5467, 10.0psf. WEBS 2x4 SP No.3'Except* 8-9=-5610/4653,9-10=-5610/4653, 8)Provide mechanical connection(by others)of truss W3:2x4 SP M 30,W9:2x4 SP No.2 10-11=-5573/4635 to bearing plate capable of withstanding 984 lb uplift at OTHERS 2x4 SP No.3 BOT CHORD WEDGE 2-27=-4396/4858,22-27=-4396/4858, joint 13 and 1054 lb uplift joint 2. Left:2x4 SP No.3 20-21=0/284,5-20=-1004/1159, 9)This truss has been designed fora moving BRACING- 20-29=-6088/6918,19-29=-6088/6918, concentrated load of 200.OIb live located at all mid TOP CHORD 19-30=-560516580,18-30=-5605/6580, panels and of all panel points along the Bottom Chord, i' Structural wood sheathing directly applied or 2-2-0 oc 17-18=-5605/6580,17-31=-5385/6399, nonconcurrent with any other live loads. purlins, except end verticals. 16-31=-5385/6399,10-16=-4081475, BOT CHORD 14-33=-1848/2251,33-34=-1848/2251, LOAD CASE(S) Rigid ceiling directly applied or 2-11-9 oc bracing. 13-34=-1848/2251 Standard WEBS WEBS 1 Row at midpt 3-22=-1276/1362,20-22=4433/4851, 20-22,3-20,14-16,11-16 3-20=-1723/2063,5-19=-1538/1536, 2 Rows at 1/3 pts 11-13 6-19=-1511/1809,7,19=-834/474, MiTek recommends that Stabilizers and required 8-17=-133/329,8-16=-962/892, cross bracing be installed during truss erection.,-in 14-16=-1857/2261,11-16=-3138/3739, accordance with Stabilizer Installation guide. 11-14=474/607,11-13=-2864/2351 REACTIONS. (lb/size) NOTES- -13 = 2062/0-3-8 (min.0-2-7) 1)Unbalanced roof live loads have been considered 2 = 215810-8-0 (min.0-1-13) for this design. Max Horz 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2 = 376(LC 8) Vasd=132mph;HVHZ;TCDL=S.Opsf,BCDL=S.Opsf,- Max Uplift h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 13 = -984(LC 8) (envelope)and C-C Extedor(2)zone;cantilever left 2 = -1054(LC 8) and right exposed;C-C for members and forces& Max Grav MWFRS for reactions shown;Lumber DOL=1.25 plate 13 = 2062(LC 1) grip DOL=1.25 2 = 2158(LC 1) 3)Provide adequate drainage to prevent-water ponding. FORCES. (lb) 4)All plates are MT20 plates unless otherwise Max.Comp./Max.Ten.-All forces 250(lb)or less except indicated, when shown. 5)Plates checked fora plus or minus 0 degree TOP CHORD rotation about its center. 2-3=-5211/4221,3-4=-7366/6229, 6)This truss has been designed for a 10.0 psf bottom 4-5=-7289/6249,5-6=-6350/5430, chord live load nonconcurrent with any other live 6-7=-6059/5218,7-8=-6557/5467, loads. 8-9=-5610/4653,9-10=-5610/4653, 10-11=-5573/4635 �42tlt%lf5f IFwIRfdT INleroflS di met truss;ftFttFe•}6FaFr}t IEtilf d(flkTI0G95 NSIONITuri?a�mr_m:stultlr I{IEi rwdt dlSiti lQiwdNSAltfai aC:f V telf TIES"vlLQ•'I t7f/14tjITIGf ifd flEdlIFI6T LTfxia n,P.L rElwn:eSM1M#wf%L OdnsflFfrLlw shlti if IF,f IDO,edT Anthony T.Tombo III,P.E. # 0OB3 wTecrmawPcessd!Fe =llmneTNaien6l.fsfLfsDap[rve roSteneAtejmpdendnwttODnpewm®meyaaredCttlresntnlnpunhrtryeeaa nEcei �drss+a�:TMste>mlnneTaowJ.ntutna.Tteas�amsa(�stragnamffs,nmFUM and we dti8lressla-wTlsoinr is fletstPwalGotdry Onu,If"OnuiaBxmelu}=.dwtlt G7e¢t Oaliwr,m tided elllelt(,He wifltlaml kadfuduh vdT%d.Regxndalfle IDe eol fcslieldrte eSM toss,i�isBrgF�d!a}sbe¢,Itmlltliw aflnmy satl6eflertlpw,mJ3rd 8 ' nnG%d as:feral(oelaSt.81[dfssdramtkff4UaAUerscmeTaedpilelitndtief�'cos[fssterexlSd9r�watliat![4ipetidelftl%p15t(imldrteredhngeeertl}>iaort.RFI1e5Eesfle!esryss�"55esadlAasdeeironsDeuettr,TloeT.fiylthriwtla�Irrs.6'mdwfww,W ss 4451 St.Lade Blvd. Fort Pierce,FL 34946 fflrnite letua FPa6>rma3!ttl Hof is cnbsplydltuEes lndEet t§z isasstro:r�u;awls nei•S JSIatIYSI (.er TRIfStfle`Jt9tLtE(daa)!81!A0}III pjPd�ZMbwe lleaS ld9et isntF. Copyriahlst0T016Adtool Trusses-Anthony I.Tombo III,P.E.Reptoduttionofthisdocument,inanyform,ispiohibledwithoutthew7iuenpermissionfromA-1RoolTresses-AnthonyT.Inmbolll,P.I. (\ I Jab: Truss Truss Type aty Ply Std. Pac./6811 El A XCAS6811AM A07 Roof Special 1 1 A0119737 a: Job Reference(optional) Al Roo Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:34:45 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-BpVr3cyC7rw_wYSCmRx9kwDhW4?wRPdRJOY4hVy9hrr -4 5-10-13 12-3-8 16-11-,, 19-8-0 24-10-12 6-0 28-5-9 31-10-8 37-11-3 41-10-12 46-0-0 -4 5-10-13 6-4-12 4-7-8 2-9-0 5-2-12 -1-1 2-5-1 3-4-15 6-0-12 3-11-8 4-1-4 4.00 FIT Dead Load Defl.=3/16 it Sx6= 3x6% 5x8= 2x4 11 3x4 11 3x6= 3011 3x8 MT20H5% 6 3x6= 3x6= 3x6= 7 8 9 10 11 12 TS 13 14 I 5 4 2x4� W7 - o 3 2 N 20 11 N 2 RA 0 1 R 18: Io 6 30 25 31 24 23 32 33 22 21 20 38 36 37 17 38 16 39 15 3x6= 3x6= 4x6= 5x10= 3x4 II 4x8= 5x6= 4x6= 4x6 11 7x10= 3x8= 26-M 9-3-7 16-11-0 , 19-8-0 , 24-10-12 24-'h0-1a 31-10-8 37-11-3 46-0-0 i 937 7-7-9 2-9-0 5-2-12 1 5-10-0 6-0-12 8-0-13 1-1-11 Plate Offsets(X Y)— (7:0-5-12'0-2-8] [15:0-3-0 0-2-12] f18:0-3-8 0-3-41, 19:0-4-0,0-2-81,f21:0-3-0,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.2&25-29 >999 360 MT20 244/190 TCDL I 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.48 25-29 >622 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL-) 0.04 15 n/a n/a BCDL, 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:285 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 9)This truss has been designed for a moving BOT CHORD 2x4 SP M 30*Except* BOT CHORD concentrated load of 200.01b live located at all mid B4:2x4 SP No.3,B2:2x4 SP No.2 2-30=-180711732,25-30=-1807/1732, panels and at all panel points along the Bottom Chord, WEBS 2x4 SP No.3 25-31=-977/964,24-31=-977/964, nonconcurrent with any other live loads. OTHERS 2x4 SP No.3 23-24=-977/964,22-33=-534/472, BRACING- 21-33=-534/472,19-35=-593/543, TOP CHORD 35-36=-593/543,36-37=-593/543, LOAD CASE(S) Structural wood sheathing directly applied or 2-2-0 oc 18-37=-593/543,10-18=-369/428, Standard purlins, except end verticals. 16-39=-305/443,15-39=-305/443 BOT CHORD WEBS Rigid ceiling directly applied or 5-4-10 oc bracing. 3-25=-531/741,5-25=-336/592, WEBS 5-23=-836/902,7-23=-690l751, 1 Row at midpt 8-21,7-19 19-22=-453/519,19-21=-2598/2292, MiTek recommends that Stabilizers and required 8-19=-374/429,16-18=-314/646, cross bracing be installed during truss erection,in 12-18=-466/417,7-19=-1677/1508, accordance with Stabilizer Installation guide. 9-19=-1282/1091,9-18=-842/1078, 13-15=-685/482,13-16=-92/332 REACTIONS. (lb/size) 15 = 654/0-3-8 (min.0-1-8) NOTES- 2 = 972/0-8-0 (min.0-1-8) 1)Unbalanced roof live loads have been considered 21 = 2614/0-3-8 (min.0-3-1) for this design. Max Horz 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2 = 349(LC 8) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; Max Uplift h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 15 = -335(LC 13) (envelope)and C-C Exterior(2)zone;cantilever left 2 = -480(LC 8) and right exposed;C-C for members and forces& 21 = -1100(LC 9) MWFRS for reactions shown;Lumber DOL=1.25 plate Max Grav grip DOL=1.25 15 = 728(LC 20) -3)Provide adequate drainage to prevent water ondin 21 = 614((LC 11) 4)All plates are MT20 plates unless otherwise indicated. FORCES. (lb) 5)Plates checked for a plus or minus 0 degree Max.Comp./Max.Ten.-All forces 250(lb)or less except rotation about its center. when shown. 6)This truss has been designed for a 10.0 psf bottom- TOP CHORD chord live load nonconcurrent with any other live 2-3=,-1872/1527,3-4=-1405/1051, loads. 4-5='1310/1062,5-6=-430/373, 7)*This truss has been designed for a live load of 6-7='410/387,7-8=-1214/1334, 20.Opsf on the bottom chord in all areas where a 8-9=L 1226/1343,940=-389/161, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 10-1'1=-391/168,11-12=-391/168, bottom chord and any other members. 12-13=-648/349 8)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 335 Its uplift at 2-30=-1807/1732,25-30=-1807/1732, joint 15,480 lb uplift at joint 2 and 1100 lb uplift at joint 25-31=-977/964,24-31=-977/964, 21. 23-24=-977/964,22-33=-534/472, - �csay-tl±esF.!nq'dyr:±i!.ii±Zlk00E18;3k5[nlEElyEEt1011 iEluSaNkLIIIngSNSINg(lCf3';sftgrd:p(�Etlr lyre Ye!trde!ip gm¢dusals!adu!:sufiisimsC!pl9rsvrn[+}ad&eddlesy l.l�ss.t9,PE ldeeea56:.1�n±asc Ud±ssd4rrvise std±du l!!IDO,sep {, L WIlgrsuzm!jstisidlS<w±Ih(naTNta l±±±ag lslLws a±siieEnfrt;ie.,Sg!adn,EFgiaw;,fies±d la lEi iDaltHMiM±B®!jR�:P!ERtrfCtSs4tlINQRI±IRg i!1gE1:1'It!!ifMRR",'.g:lirl tAgl:TiiSSCE}IUNHM1Dtl RIr.1}}[!M1.Utd±Lglt±ADpfU�IFt�tg lldfi±Ff,irlliglmJ Anthony T.TorglUo 111,P.E. and rud6al:atsMmlrtiagisfle rspnelErtyd FvOntt,lt!Orreis±aioruN ogeda6rlsd:ige±dnx,h3±u±fulrill!IN,tlelirntd±luellaldsgude�lnl.lkgp:ndd@elOtl nd±q NeUsu el heims,ed.dugtaAh}s'ertgl,hshetliu udtndgtlaeke5erz:gushagysl 80083 Cxrzdy!S rr!uA(u1wS!.tt±Ue;sY eA¢Q<SC-0rlli±podrteimigrid!li±n drx retiu±(tsrrwESddr�!nrtliu;[f9}it<7MdDJiflmgSirA o±!±Ina;Nlcrg±eerl;rJnr[Ri-1 icl¢!�e!±sgeev'1i ifin ufdX<3d GeE:ets kunE!,grtsiC±rg±6yu±!m11rt;s!dmdnMre,ea!ss 4451 St.Lde Blvd. 1 • o5±niuWlellya(akcdaguiaglti±.riusgkrdigsmnin3!±l.li±Ervss[xtiyfBguen:skOT�!r±3.AagLkup±r.ttin;sSEsknEsgiuudmgguldmg.11lu±ut9red!eosu:nlJ9±IMRl-I. Fort Pierce,FL 34946 Copyrigh1�1016AdtoalTmsses-AnMonyT.Tombolll,P.E.Reptoduoian of this dearness,!a any form,is pohibiled without the wrinto permission Iners A-1 Roof Tresses Anttony L Tanabe III,P.L Job Truss Truss Type Qty Ply Std. PacJ6811 El A }} XCAS6811AM A08 Roof Special 1 1 A0119738 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Indusides,Inc. Mon Dec 12 14:34:46 2016 Page ID:rS2yUAsdrwV4V5ztDIWWpPzmH46-f03EHyzgt92rYi1 PK9SOH8mrXUH4AtibY2ldDxy9hrr �1-4-P 5-10-13 12-3-8 16-11-0 21-8-0 24-10-1376-0T8 30-0-11 35 4-8 40-8 6 43 6-8 46-0-0 1-4-0 5-10-13 6 4-12 4-7-8 4-9-0 3-2-13 1-1-11 4-0-3 5-3-13 5-3-13 2-10-2 2-5-8� 4.00 12 5x6- Dead Load Defl.=3/16 ii 3x8 MT20115� 6 5x8= 2x4 11 3x4 11 5 T 7 8 13 4 2x4 1 W9 3 V 0 1 W3INS 2x4 II v n 1 2 R40 1 R 32 27 33 26 25 34 24 35 23 22 3S 38 39 20 40 19 18 41 15 42 16 3x8= 4x6= 5x10= 3x4 11 4x6= 3x4 11 4x6= 9-3-7 16-11-0 21-8-0 24-10-132,E-0T8 32-3-13 38-5-4 43-6-8 46-0-0, 9-3-7 7-7-9 4-9-0 3-2-13 1-1-11 6-3-5 6-1-7 5-1-4 2-5-8 Plate Offsets(X Y)- [7:0-5-12 0-2-8),[21:0-4-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.28 27-31 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.48 27-31 >620 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(TL) 0.08 14 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-MSH Weight:259 lb FT=0% +, LUMBER- TOP CHORD 2x4 SP No.2 9)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2*Except* BOT CHORD to bearing plate capable of withstanding 339 lb uplift aV1 B1:2x4 SP M 30,B5:2x4 SP No.3 2-32=-1834/1776,27-32=-1834/1776, joint 14,500 lb uplift at joint 2 and 1080 lb uplift at joint WEBS 2x4 SP No.3 27-33=-1004/1018,26-33=-1004/1018, 23 OTHERS 2x4 SP No.3 25-26=-1004/1018,25-34=-388/355, 10)This truss has been designed for a moving BRACING- 24-34=-388/355,24-35=-556/484, concentrated load of 200.01b live located at all mid TOP CHORD 23-35=-556/484,21-37=-324/207, panels and at all panel points along the Bottom Chord, Structural wood sheathing directly applied or 2-2-0 oc 37-38=-324/207,38-39=-324/207, nonconcurrent with any other live loads. purlins, except end verticals. 20-39=-324/207,20-40=-440/810, -BOT CHORD 19-40=-440/810,18-19=-440/810, Rigid ceiling directly applied or 2-2-0 oc bracing. 18-41=-529/760,1741=-529/760, LOAD CASE(S) WEBS 17-42=-526/776,16-42=-526/776 Standard 1 Row at midpt 8-23,9-21 WEBS MiTek recommends that Stabilizers and required 3-27=-531/740,5-27=-335/587, cross bracing be installed during truss erection,in 5-25=-830/886,7-25=-945/1072, accordance with Stabilizer Installation vide. 21-23=-2581/2244,8-21=-315/354, 9-21=-1665/1404,9-20=-451/707, REACTIONS. (lb/size) 11-20=-588/599,12-16=-879/632, 14 = 676/0-3-8 (min.0-1-8) 7-21=-1 566/1404 2 = 992/0-8-0 (min.0-1-8) 23 = 2572/0-3-8 (min.0-3-1) NOTES- Max Horz 1)Unbalanced roof live-loads have been considered 2 = 318(LC 8) for this design. Max Uplift 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 14 = -339(LC 13) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf-, 2 = -500(LC 8) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 23 = -1080(LC 9) (envelope)and C-C Exterior(2)zone;cantilever left Max Grav and right exposed;C-C for members and forces& 14 = 736(LC 20) MWFRS for reactions shown;Lumber DOL=1.25 plate 2 = 993(LC 19) grip DOL=1.25 23 = 2572(LC 1) 3)Provide adequate drainage to prevent water ponding. FORCES. (lb) 4)All plates are MT20 plates unless otherwise Max.Comp./Max.Ten.-All forces 250(lb)or less except indicated. when shown. 5)All plates are 3x6 MT20 unless otherwise indicated. TOP CHORD 6)Plates checked for a plus or minus 0 degree 2-3=-1930/1625,3-4=-1464/1150, rotation about its center. 4-5=-1370/1160,5-6=-497/480, 7)This truss has been designed for a 10.0 psf bottom 6-7=487/463,7-8=-1319/1460, chord live load nonconcurrent with any other live 8-9=-1335/1474,9-10=-480/176, loads. 10-11=-480/176,11-12=-828/465, 8)*This truss has been designed for a live load of 14-16=-699/522 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-32=-1834/1776,27-32=-1834/1776, bottom chord and any other members. 27-33=-1004/1018,26-33=-1004/1018, 25-26=-1004/1018,25-34=-388/355, ife�i!e-tllr!dln.eeJlle!i!>'te!'bl rDDi liG5S3('SEIlFf}EFpIIE!IEr111 d SDkLigD95 P!<in411'{r({�6!rgOh!(i{JlENi't!r..rF:ht de!i;!I!mnAEEs'ati EEoinrhi a fEii irmi cesipCEoei�P6C)!Ntk IcieE�i.loa�I3;r.t rElnna<.®�t aSn!m_DeIE!.rikEvisE stile!E.i!E IDD,any eLTAlEman r`ceisa9lkn!1ln flt lCDta!l nDl istinssetire Fr-dEe!!(F.e,TrltleD+hpErera rssnt el e!r ieD:epesEts eamepabE Erik r!ehsshnteEqExmEi rzsrse±ilittrhi Na ievpolex sa3l!i;Esseega!iu LLe IDD EeIr,ndeE iPl-I.ite eesip espaitar:,IieiiEg rFetniees,�ini:Ier Anthony T.Tombo 111,P.E. d-e'sedtiml-k""YrFleghflEnsre.Aidift 3l NC.",DRow"sC:daKI:dgnt.fl(bilk$Dupir'h*2 EEEIgld tat llr.h!KEEr 01 lad.hilCq U1, d11 I.TEIG�LEidt{BI IDDRIIFFTIEI'IOSE{IIS!ifiSf,G'd�lR9FAA J1i;£6'L!!�15:RIIEIIEt ifElftt¢�i}Ae ee�a2EE:(C.1Sd{ri d .;:80083 O RerA:d:y5ls:i..f¢4(ec?afx.ElEdess9e11n0eIG6nehepe�iEeimepilethe!!Ikern�s[E >IShclrld7rztln;IL9}pan!slylflae5t(AneiElneuedhrieeaElineme lr4l[t9@Sih4sFsltep3L15ts6AeF'Rib!IFdiRsfDlsiltFE,rlisiCfa�Jilf13tE14�IM15st:3!3IEIh!tt,tP'e35 4451 St.Lucie Blvd. a!!!Eri!elrF di(arEalmla7?ted 2aveM*ntiEr tfED Arils inaied.li!rEbst CKsap 6iOeEr[s tiClfl!A37u1 r2sip!cer rnss Srsh�6liEleEdo>t aEiHmr.❑I m1~eiirdxEnmes l:li!1 ialrFl. Fort Pierce,FL 34946 (uppighl D 2016 Ad Roof Trusses-Anthony T.Tomho III,P.I.Reptodurtion of ibis docomeol,in any form,is piohillhed xithoul the xThlen permission firm A-1 Roof Trusses-Anilony L Tomb Job c.r t, Truss Truss Type Qty `Ply Std.Pac./6811 El A XCAS68,11AM A09 Roof Special 1 1 A0119739 !I Job.Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s.Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:47 2016 Page ID:cS2yUAsdrwV4V5ztDlWWpPzmH46-7CdcUI_SeSBi9rcbuszdpLl?TuesvKYknil AINy9hm 26-0-8 r14-0 5-10-13 i 12-3-8 i 16-11 0 i 23-6-0 24-10-13 305-4 i 35-4-8 ! 40.3-13 ! 43-6-8 i 46-0-0 i 1-4- 5-10-13 6-0-12 4-7-8 6-9-0 -2-1 4-4-12 4.11-5 4-11-5 3-2-11 r2 1.1-11 4.00 12 5x6— Dead Load Defl.=3/16 it 3x8 MT20HS- 6 2x4 II 6x8= 3x4 11 5 4 7 8 TA a 11 13 2x4 3 5 9 0 1 1 0 2x4 11 1 2 O d� 38 1 jo 32 27 33 26 25 34 24 23 22 439 20 40 19 18 41 15 426 3x8= 6x10= 3x4 II 4x6= 3x4 1146= I 26-0-8 i 9-3-7 16-11-0 23-8-0 24-10-�3 31-10-8 38-10-9 43-6-8 46-0-0 9-3-7 7-7-9 6-9-0 -2-1 5-10-0 7-0-1 4-7-15 2-5-8 1-1-11 Plate Offsets(X,Y)— (7:0-5-12,0-341,f21:04-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.28 27-31 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.49 27-31 >612 240 MT20HS 187/143 _•BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.08 14 n/a -n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:250 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* 9)Provide mechanical connection(by others)of truss 2x4 S M 30 BOT CHORD BOT CHORD 2x 2x4.SP No.2'ExcepY to bearing plate capable of withstanding 353 lb uplift at 2-32=-1907/1886,27-32=-1907/1886, joint 14,527 lb uplift at joint 2 and 1042 lb uplift at joint B1:2x4 SP M 30,B5:2x4 SP No.3 27-33=-1079/1131,26-33=-1079/1131,WEBS 23 2x4 SP No.3 25-26=-1079/1131,25-34=-782/700, 23.This truss has been en designed for a moving OTHERS 2x4 SP No.3 24-34=-782/700,24-35=-585/487, concentrated load of en de live located at all mid BRACING- 23-35=-585/487,21-37=-193/431, panels and at all panel points along the Bottom Chord, TOP CHORD 37-38=-193/431,38-39=-193/431,Structural wood sheathing directly applied, except end 20-39=-193/431,20-40=-695/1079, nonconcument with any other live loads. vertidals. 19-40=-695/1079,18-19=-695/1079, BOT'CHORD 18-41=-748/1036,17-41=-748/1036, LOAD CASE(S) Rigid ceiling directly applied or 2-2-0 oc bracing. 1742=-750/1045,1642=-750/1045 Standard WEBS WEBS 1 Row at midpt 7-25,9-21 3-27=-529/739,5-27=-334/580, MiTek recommends that Stabilizers and required 5-25=-819/862,7-25=-1293/1501, cross bracing be installed during truss erection,in 7-24=-46/364,21-23=-2559/2129, accordance with Stabilizer Installation guide. 8-21=-262/250,9-21=-1896/1562, 9-20=-343/599,11-20=-590/599, REACTIONS. (lb/size) 12-16=-1114/818,7-21=-1 519/1347 14 = 726/0-3-8 (min.0-1-8) 2 = 1033/0-8-0 (min.0-1-8) NOTES- 2 I = 2480/0-3-8 (min.0-2-15) 1)Unbalanced roof live loads have been considered Max Horz for this design. 2 I = 287(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max Uplift Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 24' = -527(LC 8)) (envelope)and C-C Exterior(2)zone;cantilever left 23 i = -1042(LC 9) and right exposed;C-C for members and forces& Grav MWFRS for reactions shown;Lumber DOL=1.25 plate MaxM 766(LC 20)= grip DOL=1.25 2 1 = 1033(LC 1) 3)Provide adequate'drainage to prevent water pond)A 23' = 2480(LC 1) 4ll g. All plates are MT20 plates unless otherwise indicated. FORCES. (lb) Ten. All forces 250(lb)or less except 5)All plates are 3x6 MT20 unless otherwise indicated. Max.Comp./ when shown. 6)Plates checked for a plus or minus 0 degree TOP CHORD rotation about its center. 2 3=CHORD 772,3 4=-1580/1298, 7)This truss has been designed for a 10.0 psf bottom 4;:5=- 047/1772,5-6=-640/641, chord live load nonconcurrent with any other live loads. d-7=-649/601,7-8=-1273/1420, 8)•This truss has been designed for a live load of 8-9=-1293/1442,9-10=-674/258, 20.Opsf on the bottom chord in all areas where a 10-11=-674/258,11-12=-10961705, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 4-1 6=-73 015 67 bottom chord and any other members. BOT CHORD 2-32=-1907/1886,27-32=-1907/1886, ,27-33=-107911131,26-33=-1079/1131, \' gs: qLi u1R:1e1 tt s5!O,PLI,laa:ed2?enuz.ll,lesstlk!triu shhtai.,IDU,■!i . ! wlN sai..y Mapes,moot:pa;esfRepdnsimieeprxa!,iusrss<.itihryMtEe its:gsut'ts tiellltn:s hrWet utt!tDu edr.nln lWL lte duganuslti,rs,luugndmns,sinldry Anthony T.TOmbo III,P.E. 3e,et-Bast Csng9}!!,hr6!'kl31Ci 1riiSE545F00 k6a9rtlfruid(OFn'I➢Cd501f19N[tUrd�6.0iRQdtiPO:EN!'Ism.Trdt!ails ra,adusmd:uiu!!sufusrmshs 'hoviry; } � � m!ldin uad,m9 sf,uk�:t,+{am'udl7 cr ^80063 R!T!YaatNrr!res si,lt'!e astlln lYe1C6u5!alll kssLas Oarys leaceap.e.,frA,¢r!ps u y, p 4451 St.Lucie Blvd. ItS psd,ildntt,fla leiilur GaFm,tS,hi,idaR:uia(r[Slfr,:lisM1l11PI oai Srfrn,ldera•M ht le,ndl!Unle.!lid c5esm!aslun3ltila ad dnesd!h lmsCWe,a,Gms Cu^ 6'xa edlrasxuda�Fa,ya4ss tort Pierce,FL 34946 I Pttit 11n141rollhfsq l(tlt`rtpbflteslusilil&t s1 H!Ona,9!Onersotai:e9 or?otaBt GileicsOrsipu,ia!M ucluitl tle!I[.Iie6(ulU!t,re!to:!url ult,eitll 1.Regpadc!&e lliD olsnfiN ne ei t4elrndn"sdu� a# "!•° 1 �ppJ�p Syett d(EaAU3.13-11.Sd0ANlll MUM,J'K'! \ sinNt lthteJEicG,AMgEd!lnsmnr Ets!l rFl!!Ia Cr,ll!tait CS t0 tlt 7!ti tf hOl d!t,ISilhsl>ul,lllniSSlate hod s!Dujthea3.stlapav!d:t<ns 11!BsIt Rool irrt. ,, (oppighf02U16A-1 tool imsses-AothaoyL Jumbo Ill,P.E,irpmdultio0ollhlsdomment,inonlfosm,ispmh"intixithootthenTinenpetmixionhomA•IRoo11lp5fas-pnilonpT.lomholll,P.f. Qty Ply_ Std.Pac.16811-Ei.A A0119761 Job Truss Truss Type 1 1 C01 Monopitch Job Reference o tionaf XCAS6811 AM pFNTjzpwK51fdi5SCv1 KSy9hml g altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 Pz H46 fHbfrmAVtNCR4Jgggon Dea 1214:35:03 2016 ,age Al Roof Trusses,Fort Pierce,FL 34946,desi nQ 1D:cS2yUAsd-V4V5ztDIWWp 22 7 8 24-3-8 9-0-8 16-3-0 6 4-B 1-8-0 1 4 3-2-0 5-0-2 4-0 6 7-2-7 1-4-0 3 2-0 1-10 2 4.00 F12 8 9 Dead Load Defl.=114 if 1.50 1 3x8 7 3x8 MT20HS% 1.5x4 11 6 5 5 W8 3x4 4N3 0 1.5x4 11 W1 Io 1 �0 2 5 13 28 5x6 10 22 2 26 1425 26 12 27 11 b = 1716 4x4= 7x14 MT20HSI1 6x8= 4x8= 3x4=1 Sx4 II 1.5x4 II 3x4= 16-3-0 22-7 8 1-5-4 3-2-0 5-0-2 9-0'8 7_2_7 6-3-8 1-5-4 1-8-12 1-10-2 4-0-6 15-0-0-0,0-1-12 -11 PLATES GRIP Plate Offsets XY- 3:0-2-10,0-1 7:0-2-14,0-1-8 1 0:0-3-0,0-3-0 13:0-2-12,0-2-DEFL5,Ed e,0-r3 floc) Ildefl lJd MT20 244/190 2-0-0 CSI. Vert(LL) 0.2814-15 >951 360 187/143 LOADING(psf) SPACING- 125 TC 0.70 >557 240 NlT20HS Plate Grip DOL BC 0.91 H r z(-TL -0.17 11-12 n/a n/a TCDL 15.0 Lumber DOL 1.25 Horz(TL) 0.17 10 Weight:1461b FT=00/. TCDL 15.0 WB 0.63 BCLL 0.0 Rep Stress lncr YES Matrix-MSH BCDL 10.0 Code FBC2014ITP12007 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP No.2'ExcepY 2_22=-1795/1703,1 7-2 2=-1 7 9 511 7 03, B2:2x4 SP M 31,B4:2x4 SP No.3 17-23=-189311793,16-23=189311793, WEBS 2x4 SP No.3 15-16=-954/921,3-24=-2771/2732, OTHERS 2x4 SP No.3 15-24=-2771/2732,1 5-25=-3 42213369, BRACING- 14-25=-3422/3369,14-26=-342213369, TOP CHORD 13-26=-3422/3369,5-13=-409/594, Structural wood sheathing directly applied or 3-6-9 oc 12_27=_2201352,11-27=-220/352, pudins, except end verticals. 11-28=-8601868,10-28=-8601868 BOT CHORD WEBS Rigid ceiling directly applied or 3-6-0 oc bracing. 4-14=-380/543,4-13=-128511292, WEBS 1 1-1 3=-64 315 84,7-13=-1588/1522, 1 Row at midpt 7-11=01310,7-10=1156/1151, 8-10,7-13,7-10 3-17=3481347,3-16=_1 33 811 440 MiTek recommends that Stabilizers a=ulde NOTES- cross bracing be installed during trusNOTES- accordance with Stabilizer Installatio1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.0psf;BCDL=5.Opsf; REACTIONS. (lb/size) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 10 = 1 1 4 1 10-3-8 (min.0-1-8) (envelope)and C-C Extedor(2)zone;cantilever left 2 = 110310 8-0 (min.0-1-8) and right exposed'Cs for members and Forces S Max Horz 535(LC 8) MWFRS for reactions shown;Lumber DOL=1.25 plate 2 = grip DOL=1.25 Max Uplift 637(LC 12) 2)All plates are MT20 plates unless otherwise 10 = indicated. 2 = -490(LC 8) 3)Plates checked for a plus or minus 0 degree Max Grav rotation about its center. 10 - 1141(LC 1) 4)This truss has been designed for a 10.0 psf bottom 2 = 1103(LC 1) chord live load nonconcurrent with any other live loads. FORCES. (lb) 5) This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20 Opsf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-3=-174911147,34=-353112874, 6)Provide mechanical connection(by others)of truss 4-5=-2292/1701,5-6=-2300/1874, to bearing plate capable of withstanding 637 lb uplift at 6-7=-2225/1891,8-10=-317/586 joint 10 and 490 lb uplift at joint 2. BOT CHORD 7)This truss has been designed for a moving 2-22=-1795/1703,17-22=-1795/1703, concentrated load of 200.0lb live located at all mid 17-23=-1893/1793,16-23=-189311793, panels and at all panel points along the Bottom Chord, 15-16=-954/921,3-24=-2771/2732, nonconcurrent with any other live loads. 15-24=-2771/2732,15-25=3422/3369, 14-25=342213369,14-26=-342213369, 13-26=-342213369,5-13=-409/594, LOAD CASE(S) 12-27=-220/352,11-27=-220/352, Standard 11-28=-8601868,10-28=-8601868 xoz s flsvn.n¢ipn,i:+hs'dAiatiIPGSSfS(Sfll6kEFatlillBsria[alit➢aeSNSf9N{tfH�tOmaffifSfMlrirlm Tedlfesileptnndnsndrtdm suttsi.:satGgaanvq l(ti)ndatedtegi.le:tm;PilelaaaS4 7ebeat atttfitntrvinsfddnitelDa,aty WTariv rhi pores Sim.nit.nt Ica I,"l.es,usss anilt i,7.uii.,spoitti ftpe;fitutlurgi06rgomnmmeitn;ea<ne pdessnnlnp lq r'spolkysrM Rs.Pdb i43T ss eepmd to ne IN nlr.nitr IM.ate desip esunitnts,ht(iq nNAnn,nmbidt Anthony T.Tornbo 111,P,E. wl.udGdlrnsSrtqlvaesskdtnsita4ildpdtu0ner,ez0,ndsnxxiemtdvl±ctnds tvknlatoP.,o�utirat ki atlu'l if n1fi lattllailhi101tttdl?ld.Ikeglrna!dllelaD nd styhtil.n el lit Tins,Nftlj o ll:sYrgt,Isthllelite nikrsaq ss.9lee,enspmsaanyA »gppg3 rtxtr!"dslatiwtad(n!:edar.innftst9 to m at Ica n(mt pa4latosd vddlud1h NMI1131stsd:l en}IwMa.+tln;kRl}lt:ln}�Ssllfl MISM Idnettdhr ltunl pilltn.M12tNes itininoNflits tr 'SiUdw fr.,crop.,1—Nliv halm od 1.,um.tmhrer,m�en 4451 St.Lucie Blvd. e�l:-nisttt tad4a(emtdayeb1ti4wiisytptnlNititnslid. Fort Pierce,FL 34946 (oppigh1�1016A•19oalTrasseS•AnlhanTl,lamholllrP.E.Reptoiadionof this dorumecl,inony form,isprohibiledxilhoulihessriflen permission lfomA•1Rool Times-AallonyLTombo111,P.f. Job. Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM CO2 Half Hip 1 1 A0119762 I'- Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8-020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:04 2016 Page I D:cS2yUAsdrwV4V5ztD IW WpPzmH46-7T9136B7ehKliTPsNxnc?xVzUkRaO47Ehrfasuy9hm 24-7-8 1-11 3-21 , %2 9-0-8 16-0-2 , 22-3-8 22r7-B , 1-4-0 3-2-0 1-10-2 r 4-0-6 6-11-10 6-3-6 0112-0-0 4x4= Dead Load Dell. 1/4 it 4.00 12 g 3x8 I 7 I Ci 3x4 1.5x4 II 6 W5 WS 3x4 7:r 5 4N3 1.5x4 II W1 n 1 2 3 0 4 12 Ia; _ 0 24 1325 0 26 221615 11 27 10 2B 9 7x14 MT20HSI I 6x8—3x4= 4x4— 5x6= 3x4= 1.5x4 11 j 1.5x4 II 1-5 4,3-2-0, 5-0-2, 9-0 8 16-0-2 , 22-7-8 1-5 4 1 8-12 1-10-2 4-0 6 6-11-10 6-7-6 PlateiOffsets(X Y)— [3:0-2-10,0-1-111,[7:0-2-10,0-1-81,[8:0-2-0,0-2-41,[9:0-3-0,0-3-01,[12:0-2-12,0-2-121,[14:Edge,0-3-81,[14:0-0-0,0-1-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TIC0.71 Vert(LL) 0.28 13-14 >949 360 MT20 244/190 TCDt� 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.46 10-11 >589 240 MT20HS 187/143 BCLLI 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:152 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* T3:2x4 SP No.2 BOT CHORD BOT i HORD 2x4 SP No.2*Except* 2-22=-1783/1700,16-22=-1783/1700, LOAD CASE(S) B2:2x4 SP M 31,B4:2x4 SP No.3 16-23=1882/1789,15-23=-1882/1789, Standard WEBS 2x4 SP No.3*Except* 14-15=-949/919,3-24=-2779/2732, W9:2x6 SP No.2 14-24=-2779/2732,14-25=-3428/3359, OTHERS 2x4 SP No.3 13-25=-3428/3359,13-26=-3428/3359, BRACING- 12-26=-3428/3359,6-12=-388/558, TOP CHORD 11-27=-228/345,10-27=-228/345, Structural wood sheathing directly applied or 3-6-8 oc 10-28=-900/901,9-28=-900/901 purlins, except end verticals. WEBS BOT�CHORD 4-13=-375/542,4-12=-1290/1300, Rigid ceiling directly applied or 3-6-0 oc bracing. 10-12=-675/619,7-12=-1538/1480, WEBS 7-10=0/302,7-9=-1171/1169, 1 Row at midpt 8-9,7-12,7-9 3-16=-348/357,3-15=-1337/1430 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in NOTES- accordance with Stabilizer Installation guide. 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; REACTIONS. (lb/size) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 9 1005/0-4-13 (min.0-1-8) (envelope)and C-C Exterior(2)zone;cantilever left 2 — 1104/0-8-0 (min.0-1-8) and right exposed;C-C for members and forces 8, Max!Hoy. MWFRS for reactions shown;Lumber DOL=1.25 plate 2 1 = 504(LC 8) grip DOL=1.25 Max Uplift 2)Provide adequate drainage to prevent water 9 _ -551(LC 12) ponding. 2 I = -502(LC 8) 3)All plates are MT20 plates unless otherwise Max Grav indicated. 9 = 1005(LC 1) 4)Plates checked for a plus or minus 0 degree 2 = 1104(LC 1) rotation about its center. 5)This truss has been designed for a 10.0 psf bottom FORCES. (lb) chord live load nonconcurrent with any other live Max.Comp./Max.Ten.-All forces 250(lb)or less except loads. when shown. 6)*This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a 2-3--1752/1192,3-4=-3539/2937, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4-5L-2293/1751,5-6=-2211/1759, bottom chord and any other members. 6-7 -2289/1932,8-9=-183/261 7)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 551 lb uplift at 2-22=-1783/1700,16-22=-1783/1700, joint 9 and 502 lb uplift at joint 2. 16-23=-1882/1789,15-23=-1882/1789, 8)This truss has been designed for a moving 14-1'15=-949/919,3-24=-2779/2732, ' concentrated load of 200.01b live located at all mid 14-24=2779/2732,14-25=-3428/3359, panels and at all panel points along the Bottom Chord, 13-25=-3428/3359,13-26=-3428/3359, nonconcurrent with any other live loads. 12-26=-3428/3359,6-12=-388/558, 11 27=-228/345,10-27=-228/345, ��-rb:<,rxtys�rt,�.etearaenttses;�rru}Eunsurtusatort+reasmrrou{t;ra;rawtreaclurrma,ss•arat:4trn�dot�lftd��t,wsrwsDtcy9�,.Arq[4j�aaelt�rrl.Tt�ro,rFrde�A<.aeg�€�taeD:Ir:stut,�stmlartlltmo-,wr ' MiTet ArrxNfinss5,05entl ifrelDDAst ItDl.i3l Triff Dtf,j,lt11'R:'jlRrTreatlD rtp[IBpiSStd 1„E11DD ItylMnn to W,,YD;etlyd r101t,flit,I'So—uyr,lr{15Ut"fiffbi S�dtrSSSiI:TIV,S etilRt:u CtlDO n¢,n9n 1Po-r.iteLtsiyanua{Iitts hslir�nrinuts,snA{iW( Anthony T.Tombo III,P.E. W'ar dUTnnsm"'ryUsuy ls6,rp.nulry den onn,tie onus uNriz- pid.tle r.Ju:r btsglx,e�09 td6,Klh.WWait ltm IA&Iu4tvdl?.1. 380083 ' 1L6Wd*;kv7eas,dWadx.MSIts sdtAtart RDnir,p,ake[oalj.4,14,06,Muni reayentd Sd:¢tdn[,tan(lClSyrui,kl ly III IShan,At—aA1.ia.1plum I161 dt5xsAe nslsan3i55ef nd dA:,tdEelAfs Oesigtn,imsDt.^:Darayan eA bssslSmdxMer ts:tss 4451 St.Lucie Blvd. t".sriutdxNlraGrtAl ay!reloyv,le xna,yir,D ryaef Astlr.1.11t Tnsstes3pSTu,nistar4ekdiiajC97a'cerinnSrstaA;yuetrdmry ititlrg 111 opimAcdAms,r is ldaalurrir. Fort Pierce,FL 34946 Copyright 02D16A-IRoolTrusses-Anthony LTombo III,P.T.Reproduction of ibisdommert,inanyform,isprohibitedwithoutthewtittenpermissionfromA-1RoofTresses-AnthonyT.Tombo111,P.F. Job Truss Truss Type Qty, Ply Std. Pac./6811 El A XCAS6811AM CO3 Half Hip 1 1 A0119763 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:04 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-7T9136B7ehKliTPsNxnc?xVvGkQROOwEhrfasuy9hm r1-4 q 3-2-0 5-0-2 , 9-0-8 14-5-1 20=3-8 22-3-8 24-7-8 1 4-0 3-2-0 1-10-2 5-10-7 2-0-0 21t 0 4.00 12 4x6= 1.5x4 11 Dead Load Defl.=1/4 it 8 9TA 10 3x4 - 7 4x6 6 W 5 WS V11 0 ` 3x4 `b!13 1.5x4 11 3W1 n 1 2 0 6 -14 VIS F B5 I°° 18 2317 28 1526 27 13 28 12 2930 31 11 0 4x8 3x4 10x10= 1.5x4 II 6x8= 5x6= a = = 5x6= 3x3 11 1-5-4, 3-2-0 , 5-0-2 , 9-0-8 14-5-1 20-3-8 22-3-8, 1-5-4 1-8-12 1-10-2 4 0 G 5 4% 5-10-7 2-0-0 Plate Offsets(X,Y)— [3:0-1-12,0-1-12],[5:0-3-0,0-2-8],[5:0-0-0,0-1-12],[6:0-1-14,0-0-0],[11:0-3-0,0-3-0],[14:0-3-0,0-2-12],[17:0-3-8,Edge],[17:0-1-12,0-0-0],[18:0-3-0 ,0-2-12] LOADING(psf)- SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.98 Vert(LL) 0.27 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.48 11-12 >559 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:150 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30 BOT CHORD BOT CHORD-2x4 SP No.2*Except* 2-23=-1805/1748,18-23=-1805/1748, LOAD CASE(S) B2:2x4 SP M 31,B4:2x4 SP No.3 18-24=-547/540,17-24=-547/540, Standard WEBS 2x4 SP No.3*Except* 16-17=-122/313,3-25=-1421/1506, W1:2x6 SP No.2 16-25=-1421/1506,16-26=-3333/3297, OTHERS 2x4 SP No.3 15-26=3333/3297,15-27=-3333/3297, BRACING- 14-27=-3333/3297,6-14=-303/438, TOP CHORD 13-28=-255/296,12-28=-255/296 Structural wood sheathing directly applied, except end WEBS verticals. 4-15=-356/538,4-14=-1315/1328, BOT CHORD 12-14=-770/788,7-14=-1293/1250, Rigid ceiling directly applied or 2-2-0 oc bracing. 7-12=-912/1110,8-11==882/917, WEBS 3-18=-950/1016,8-12=-1209/1255, 1 Row at midpt 7-14,8-12 16-18=-1626/1556 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in NOTES- accordance with Stabilizer Installation guide. 1)Unbalanced roof live loads have been considered for this design. REACTIONS. (lb/size) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 11 = 1177/0--3-8 (min.0-1-8) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-, 2 = 1083/0-8-0 (min.0-1-8) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;-MWFRS Max Harz (envelope)and C-C Exterior(2)-1-4-0 to 24-7-8 zone; 2 = 461(LC 8) cantilever left and right exposed;C-C for members Max Uplift and forces&MWFRS for reactions shown;Lumber 11 = -582(LC 9) DOL=1.25 plate grip DOL=1.25 2 = -506(LC 8) 3)Provide adequate drainage to prevent water Max Grav ponding. 11 = 1177(LC 1) 4)Plates checked for a plus or minus 0 degree 2 = 1085(LC 19) rotation about its center. 5)This truss has been designed for a 10.0 psf bottom FORCES. (lb) chord live load nonconcurrent with any other live Max.Comp./Max.Ten.-All forces 250(lb)or less except loads. when shown. 6)*This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a 2-3=-1806/1283,3-4=-3474/2906, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4-5=-2209/1710,5-6=2117/1711, bottom chord and any other members,with BCDL= 6-7=-2163/1820,7-8=-1153/969, 10.Opsf. 9-11=-330/381 7)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 582 lb uplift at 2-23=-1805/1748,18-23=-1805/1748, joint 11 and 506 lb uplift at joint 2. 18-24=-547/540,17-24=-547/540, 8)This truss has been designed for a moving 16-17=-122/313,3-25=-1421/1506, concentrated load of 200.01b live located at all mid 16-25=-1421/1506,16-26=-3333/3297, panels and at all panel points along the Bottom Chord, 15-26=-3333/3297,15-27=-3333/3297, nonconcurrent with any other live loads. Vnie;-Ileeie eueE d;rdiev!4e'i-I1ggn3U5S'iS'Yf(tEE}fiFAel:(IEItS a(gRf(FtCSSP1A(IN('FE'f3 i 6IXgp5!(tENENI'hrvi.Trfi(eesiy(E3ontlusavd 3ardam3s u nis im30e>gs kavi+;QOg}uAfte ki:3g f.losia il:P.E ldn�;eNenN(ne as UdnieNe3vise s(n3i m 43 rJe,wij a;Tei3EaUE;'cei3ese33(f eet[Uaherhs.tsrrns¢u�[EgE;s.,S;aeA![3p a tas3E33riDD;ryreumsmedrte;mE3waleepttu3;re�EvbuthtRi(spiltxsP31+'sn;mtE3u3Funr�r.rde,Fnanct �nu�ri,.,(EognEimE3s,,Enr(q pnthonyT.Tombo III,P.E. and rte rlll¢Tress h•mkieic;Bfte reyrztlild(ef ri Ona,Ca OvaeiseaiuL•slag>eiw83l+iiliry Oesileer,mMuete3f ells lU,tlElu nt dtlE3dFRJ3rg pte vAl%d.IteE;Knddtt370g n(e3p fi3U ese Ei Se l,nL od tiytr,dl:s}cog3,,nhlleb3e rEAkn,rc;sioAley:ret;wstiSry3( #80083 ' nesa oz e3d(t,ew.it3ilessrama3(wulnep�usoe3;Etduesoit3rritu;4 Sdar�aanrelt(gpin �inml5t(Ire,enmdkr;3,ilp(nrtrlte5es�3ela 35nitme3etCahssso3ne,i+os30ega6pxnc4ireskmurE ie3s 4451 St.Lucie Blvd. a�a+3(n teheeA bfarahvl3;rea syar in x3ili3;sr m iee3s(aE(33t.T83(N33 GY31p E);0[N(f 6G1"w3GB(q CeilgLLE3T1335 S;37E9T1;�IN13ta7 suis®;.u(m3l!e93ee3em mo3(il®3113FFFI. Fort Pierce,FL 34946 (oppig6t02016Ad Roof Trusses-Whonyt Tooth III,P.E.Reproduction of this doremeut,himy form,is prohibited without Ike witlenpumissiun from A-I Roof Trusses-Amkony1.Tombo III,P.f. i Job - Truss Truss Type- Oty Ply �Std. Pac./6811 El A A0119764 XCAS6811AM C04 Half Hip 1 1 41 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:05 2016 Page ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-cgj PGSCIP_S9Kc_2xeIrY827k8mS7RIOwVO7OKy9hm 1 4-0 3-2-0 5-0-2 9-0-8 14-6-5 18-3-8 22-3-8 24-7-8 1 4 0 3-2-0 1-10-2 4-0-6 5-5-13 3-9-3 4-0-0 2-4-0 4x6= 1.5x4 I I 4.00 12 9 Dead Load DeFl.=1y4 is g 10 3x4 7 3x4 1.5x4 11 6 WS 3x4� 5 0 8 4N 1.5x4 11 3 W1 0 1 6 14 s In 23 2f4 1526 18 17 27 13 28 12 29 30 31 11 ' 1.5x4 11 6x8= 5x6= 3x4= 10x10= 4x8= 5x6= 3x3 11 11-5-4 3-2-0 , 5-0-2 , 9-0-8 14-6-5 18-3-8 22-3-8 15� 8-12 1-10-25-5-13 4-0-0 Plate'Offsets(X Y)— [3:0-1-9 0-1-11] [11:0-3-0 0-3-0] [14:0-3-0 0-2-12] [17:0-1-12 0-0-01 [17:0-3-8,Edge],[18:0-3-0,0-2-121 LOAD ING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.26 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.45 11-12 >590 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.15 11 n/a n/a BCDII 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:147 lb FT=0% LUMBER- _ TOP CHORD 2x4 SP No.2*Except* T1:2x4:SP M 30 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 2-23=-1757/1718,18-23=-1757/1718, LOAD CASE(S) B2:2x4 SP M 31,B4:2x4 SP No.3 18-24=-556/552,17-24=-556/552, Standard WEBS 2x4 SP.No.3 16-17=-114/308,3-25=-1339/1436, -OTHERS 2x4 SP No.3 16-25=-1339/1436,16-26=-3300/3303, BRACING- 15-26=-3300/3303,15-27=-3300/3303, TOP CHORD 14-27=-3300/3303,6-14=-336/483, Structural wood sheathing directly applied or 3-6-13 or 13-28=-243/298,12-28=-243/298, purlins, except end verticals. 12-29=-466/484,29-30=-466/484, BOTCHORD 30-31=466/484,11-31=-466/484 Rigid ceiling directly applied or 2-2-0 or bracing. WEBS WEBS 4-15=-353/539,4-14=-1302/1305, 1 Row at micipt 7-14 12-14=-732/769,7-14=-1350/1302, MiTek recommends that Stabilizers and required 7-12=-842/1010,8-11=-913/904, cross bracing be installed during truss erection,in 3-18=-961/1017,8-12=-972/1044, accordance with Stabilizer Installation uide. 16-18=-1651/1592 REACTIONS. (lb/size) NOTES- 11 1177/0-3-8 (min.0-1-8) 1)Unbalanced roof live loads have been considered 2 I = 1083/0-8-0 (min.0-1-8) for this design. Max Horz 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2 + = 420(LC 8) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Max,Uplift h=25ft;Cat:11;Exp C;Encl.,GCpi=0.18;MWFRS 11 I = -601(LC 9) (envelope)and C-C Exterior(2)zone;cantilever left 2 _ -520(LC 8) and right exposed;C-C for members and forces 8e Max!Grav MWFRS for reactions shown;Lumber DOL=1.25-plate 11 = 1177(LC 1) grip DOL=1.25 2 = 1089(LC 19) 3)Provide-adequate drainage to prevent water ponding. FORCES. (lb) 4)Plates checked for a plus or minus 0 degree Max.Comp./Max.Ten.-All forces 250(lb)or less except rotation about its center. when shown. 5)This truss has-been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live 2-3=-1790/1303,3-4=-3485/2941, loads. 4-5 L 2225/1759,5-6=-2142/1766, 6)*This truss has been designed for a live load of 6-7=-2197/1901,7-8=-1113/959, 20.Opsf on the bottom chord in all areas where a 9-11=-356/443 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members,with BCDL= 2-23=,l757/1718,18-23=-1757/1718, 10.Opsf. ' 18-24=-556/552,17-24=-556/552, 7)Provide mechanical connection(by others)of truss 16-17=-114/308,3-25=-1339/1436, to bearing plate capable of withstanding 601 lb uplift at 16-25=-1339/1436,16-26=-3300/3303, joint 11 and 520 lb uplift at joint 2. 15-26=-3300/3303,15-27=-3300/3303, 8)This truss has been designed for a moving 14-27=-3300/3303,6-14=-336/483, concentrated load of 200.01b live located at all mid 13-28=-243/298,12-28=-243/298, panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. I L�mq-Plus One.;d;reiertie'A I i0Di1P(SS[S;'iEff!QN11AT IDA (OkMnOTstIlslo t*tlril,13m 4tEUIKrina.Te4ftsin Ud±-6-1ses1kdnth MD,* DiTei¢aaortp¢es sixllie n?itn lleTGtta Aa e±lil.tse Tnss D±she Eruen;te,st±ielryfgrceny ndnrnlDD:rynsMseaunyasdRe{rtkssirnl u;luerisingn!.9d,ryh!htnpaidesv;l?insskpUeiu C±iDDMP,nlni.°tl.lie desa+unsluen,IuSrgneimus,=nMdrtt Anthony T.Tombo 111,P.E. ceA ete lt515I2SaIerIN P6671F;IS dE I±SPeInAdd(dtxxOnte,fl:DYiltiOadsrL•W 01NWd[{i1hhJ DRInM,li lb±nGeal el ee lK.fAe3(nt de hml Eu Ihrgntt�l.%-I.Cefpy±fd!{hI IGD O±I Iephlll esFdtSl lfnS,¢1 tFgPmdhe}s7!u±,1F:hDtlfuudlndp iaD l2 2«sja+sbd1pt{ 180083 Ds 6z:da;a rae l(eRNx.A:I±ctus9eAuCe RD cl nep es el gileloud elilfrt5[±a{sx95dJ;dmmmai!(41;t1.i<dA;IA NSP(A ne!elneed h±;ee±ul;ln¢f11 5cs hengntlk 5n n11A es of hinss De nn,rms:esp a±!eat�sr aa±a�e nos 4451 Et.Wde BNd. >:. viu{eh±tik{a(euMa;!n9±;nuxntig t±eO Pu5u ie±?Is±1.Tla[rostCssip u7ia±ufs ACi S:t•SLa;Gxslg±r,erinss Sjstem Ea;veudag4d(ds;.ill u;f!e5zed!ensmul:ta±IhitFF. Fort Pierce,FL 34946 (opyrightsD2016A-lioolTmsses-AnthenyLTombollf,P.E.Reprodueitnof this denment,inDny farm,ispobibifednithootthear'ttleD permission from Ad Roof Trusts-AmbonyT.Tombofll,P.E. Job Truss Truss Type Qty Ply Std. PacJ.6811 El A XCAS6811AM C05 Half Hip 1 1 A0119765 Job Reference(optional) Al Roof Trusses,Fort Place,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:06 2016 Page ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-4sGoUoD NAlaOxmZFVLp45MbJ KY8HszIX898hwny9hrr r1-4-0, 3=2=0 16-3-8 22-3-8 24-7-8 1 4-0' 3-2-0 1-10-2 7-3-0 6-0-0 2 4-0 4.00 12 4x8= 1.5x4 II Dead Load Dell.=1l4 it 7 8 g 3x4 3x3 II 6 W5 j3x45 W8 1.5x4 II 2 W1 1 0 5 13 I°° 0 22- 28 1 25 0 17 16 1.sx411 26 12 27 11 28 10 3x4= 10x10= 6x8= 4x4= 5x6= ` 4x4= 3x4= 5x6= 1-5-4, 3-2-0 , 5-0-2 , 9-0-8 , 16-3-8 , 22-3-8 1-5-4 1-8-12 1-10-2 4-0-6 7-3-0 6-0% Plate Offsets(X,Y)-- [3:0-1-11,0-1-91,[7:0-5-0,0-2-0),[10:0-3-0,0-3-0),[13:0-2-8,0-2-12),[16:0-1-12,0-0-0),[16:0-3-8,Edge),[17:0-3-0,0-2-12) LOADING(pso SPACING- 2-0-0 -CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.75 Vert(LL) 0.27 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.49 11-12 >538 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:142 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except- T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 2-22=-1728/1705,17-22=-1728/1705, B2:2x4 SP M 31,B4:2x4 SP No.3 17-23=-557/554,16=23=-557/554, WEBS 2x4-SP No.3 15-16=-115/308,3-24=-1299/1402, OTHERS 2x4 SP No.3 15-24=-1299/1402,15-25=-3230/3261, BRACING- 14-25=-3230/3261,14-26=-3230/3261, TOP CHORD 13-26=-3230/3261,6-13=460/664, Structural wood sheathing directly applied or 3-7-4 oc 1 2-27=-1 8 7/34 7-1 1-27=-1 871347, purlins, except end verticals. 11-28=-711/774,10-28=-711/774 BOT CHORD WEBS Rigid ceiling directly applied or 3-8-1 oc bracing. 4-14=-359/542,4-13=-1242/1213, WEBS 11-13=-530/503,7-13=-1661/1587, 1 Row at midpt 7-13,7-10 7-11=0/313,7-1 0=-1 069/983, MiTek recommends that Stabilizers and required 3-17=-956/1008,15-17=-1615/1575 cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) REACTIONS. (lb/size) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 10 = 1177/0-3-8 (min.0-1-8) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 2 = 1083/0-8-0 (min.0-1-8) (envelope)and C-C Exterior(2)zone;cantilever left Max Horz and right exposed;C-C for members and forces& 2 = 378(LC 8) MWFRS for reactions shown;Lumber DOL=125 plate Max Uplift grip DOL=1.25 10 -617(LC 9) 2)Provide adequate drainage to prevent water 2 = -531(LC 8) ponding. Max Grav 3)Plates checked for a plus or minus 0 degree 10 = 1177(LC 1) rotation about its center. 2 = 1083(LC 1) 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (Ib) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 5)*This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-1781/1340,3-4=-3445/2942, bottom chord and any other members. 4-5=-2231/1832,5-6=-2148/1841, 6)Provide mechanical connection(by others)of truss 6-7=-2270/2078,8-10=-392/484 to bearing plate capable of withstanding 617 lb uplift at BOT CHORD joint 10 and 531 lb uplift at joint 2. 2-22=-1728/1705,17-22=-1728/1705, 7)This truss has been designed for a moving 17-23=-557/554,16-23=-557/554, concentrated load of 200.01b live located at all mid 15-16=-115/308,3-24=-1299/1402, panels and at all panel points along the Bottom Chord, 15-24=-1299/1402,15-25=-3230/3261, nonconcurrent with any other live loads. 14-25=-3230/3261,14-26=-3230/3261, 13-26=-3230/3261,6-13=460/664, 12-27=-187/347,11-27=-187/347, LOAD CASE(S) 11-28=711/774,10-28=-711/774 Standard TStaieS-ilase denr;JTrerLr tit'bl eDBf IiDSS:Sj RUB..h 61dt3AI THIA E(Ok?IDQAS(DSSOTI('r47:t'J i1)iC8l3EiAEAI'lom.irdrCesin raouefusai,sNw!:s a fiis rhs:t:{a2rm.+r;l[divA @e re1'aRJ LT.m nJ1 reI—,,t ha:t Wtr.t—9eleueiS-M V ld a ke TDD,dif kiTes etrceon y!cnsi9l It nsi I.atnouh,61.lstirns Dt4(e[sacet:t,S3�eDr(tsseu;,is snlnetf iDDniinnttawe+,�:ec7Ge3,t!asited n;udnrnrrn!@M1vrMrk ie gad Crs nTlzIm,cep d.at TDDeJr.nlnTM-1.It,daip nusrrns,laoq nNdins,mNiddy Anthony T.Toffl'Do IlI,P.E. eed isl elreis T.ross RrMi+de,[315 nS n5TlFtliiidrd RDn[r,RROmei so:Curud nTvtatleGilerz3Drsiper.isrte uelnf el he ITT,HtlH WA,ltmi knnHtg it adl.".I.P.eei}nre'r{Ik Too ninp1ie19 ne al NtTms,edh:rgFmdla3,Cn!ne,Icshllefeee ndMr�;tlail4eernraundtJd 800F43 at W1.33eT.,c9(ao?nu,."IWui'q"Itat TODci De psf.1Ip4dar fie llfi!( T+ul Sehdl 1.aeMer(fL�rrlinh4yi-1.115(SceiAnnsd la leeu Ivum n,-I GSwten.fftei,hsadi#ndlu Tress Onipa,Trust�;g,fari,ar a lre;sk�mrtr,rrn,u<ss' 4451 St.Lucie Blvd. o'A�eise ithted IT(6"q'Wq.Powritq tr to ph,in>Ird.Tr.T—Inp u,mean NOT 61h34y kuper.trI—Slonfefnea 91eq Wliq.rll mpllydI'm m A MIA I,iisl. Fort Pierce,FL 34946 zt (o ,hf02D16 A-I Pool Items T.Tomb 111,P.F.Re soducion of this docDmert,in cn fetm,is tohihifed wilhoul The wrinen umission Tim Root Times-Andon•1.Tombo lIf,P.I. P>'�5 T P Y P P• } I ' Job. - Truss Truss Type Qty Ply Std. PaCJ6811 El A A0119766 XCAS6811AM C06 Half Hip 1 1 n_ Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14.35:06 2016 Page ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-4sGoUoDNAlaOxmZFVLp45MbJfYCasxBX898hwny9hrr -1-4-0 7-7-4 14-3-8 18-1-12 22-3-8 24-7-8 1-4-0 7-7-4 6-8-4 3-10 4 4 1-12 2 4-0 4.00 12 4x4= 3x4 1.5x4 11 Dead Load Defl.=1/8 it = 5 6 7 8 5x10 MT20HSG 3x4 3 4 1, 4 1.5x4 III 2 0 17 12 11 18 10 19 9 ' 4x4= 1.5x4 11 3x8 MT20HS= 3x8= 5x6= 7-74 14-3-8 _ 22-3-8 7-7-4 6-8-4 8-0-0 Plate Offsets(X Y)— 12:0-0-6 0-1-4] [4:0-3-2 Edge] [5:0-2-4 0-2-81 [9:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.22 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.37 9-10 >717 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.05 9 n/a n/a BCD 10.0 Code FBC20141TP12007 Matrix-MSH Weight:121 lb FT=0% i LUMBER- TOP CHORD 2x4 SP No-2*Except* NOTES- T1:2x4'SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M-30 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP'No-3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 4-7-3 oc grip DOL=125 puriiris, except end verticals. 2)Provide adequate drainage to prevent water BOT CHORD ponding. Rigidi ceiling directly applied or 5-3-1 oc bracing.WEBS 3)All plates are MT20 plates unless otherwise 1 Row at midpt 3-10 indicated. 4)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 5)This truss has been designed for a 10-0 psf bottom accordance with Stabilizer Installation quide chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6) This truss has been designed for a live load of 9 = 1177/0-3-8 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 2 = 1083/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 I = 337(LC 8) 7)Provide mechanical connection(by others)of-truss Max Uplift to bearing plate capable of withstanding 631-lb uplift at 9 1 = -631(LC 9) joint 9 and 541 lb uplift at joint 2. 2 = -541(LC 8) 8)This truss has been designed for a moving Max IGrav concentrated load of 200.01b live located at all mid 9 — 1177(LC 1) panels and-at all panel points-along the Bottom Chord, 2 = 1083(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max:Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-20 9 911 61 6,34=-1154/853, 4-5=71143/875,5-6=-1014/911, 7-9--347/438 BOTICHORD 2-17=1867/1917,12-17=-1867/1917, 11-112=-1867/1917,11-18=-1867/1917, 10-18=-1867/1917,10-19=-574/616, 9-19=-574/616 WEBS 3-12=0/324,3-1 0=-980/1 03 1, 6-16=-574/667,6-9=980/930 A. aoaa;-nEE!r�,E.�E:>i:.�ExamenrDsysrsura}[[pn:unusaco�+nrasnnroaC<rr<ulaowa�s�ulnrlr�E.re<araE!�IErmaeErzm[EEaam�sEr�sr!�cr�c��rE�y�o,}r:an:rED:h1.1Ez>,!�etmE,ro;:u>a�E!Ew._7dn:ult,.IHmiEerEmemD,rolr WrEtcEr:mEpres sl�IseeEETlErb1MTk,.Uhsims Drop rrMrx�1.e,sp:9dq[q-1Inal..!IDDral—tcomE;taaP.penv IxticsMcrEn;:ENddJfxt lle iec'�idPs tia�nlRsseEgaEa EEuEl¢Dnry.r,eEEma.nreeiPE::.o;mE;;mEcgn��Es,:E„�aar gnthony T.Tombo lll,P.E. aiTnE E15151R531Y Enrill[I[;IS hE r:ErIESi;i�rf(dFIEaYEN,of 1�eEH s9$HiL'lde;i4EMaE riilllg DEtiii&,O Ju nFlnrd@Eltt.ill lri 3l[nE li®rBuClgniE Rdl�la-liltrNEidtErDE76DTirEinEli i!E tl!it 113Es•E�RIgtID�J;LbREf,l1f!inGiRiSd[lEU[§ikia r!'4t!ES;0.TSa2 E;d 4 80083 Pi[a!im;D!tpcvl(aenfaE.13W'i AEMI to N COW M rrafiEEcmi grAU"'Ift,W urUT-d seer ida¢tlin�,ItYi;E:li!rs}g1AalSt(ioereMn:dhr;nEnl;rtla!E.IM1I�`cs�EEgrosiliatitt nAdaisd Lh hessDWne,Ims Esy�S��.�alre:s!a�>t�EAE,�en ' 4451 St-Lucie BIA. FSaai�i:hEel eta(nt:al g!EeTgn is mug Trstl;uan ineEE(TsslnStrmti�6yEEntt rClr:G3.i�[esiger.ErTnts S;stca Egueadmzt Telco;.Al".:1rW2nsmes l:faE7 isR61. Fort Pierce,FL 34946 (oPTTi9M®21116Mtal Trusses-AnAca LTombo Ill,P.E.Re loduction of this dumnea in Gmy form,is piobibiledwithool The nrifen permissionfrom M Roof Trusses-AnthonTLTomboIllPP. Job Truss Truss Type Qty Ply Std. P_ac./6811 El A XCAS6811AM C07 Half Hip 1 1 A0119767 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:06 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-4sGoUoDNAlaOxmZFVLp45MbFtY7XsvWX898hwny9hrr 1 4 0 6-6-7 12-3-8 i7=-12 22-3-8 24-7-8 1-4-0 6-6-7 5-9-1 4-10-4 5-1-12 p 2-4-0 4x4= 1.5 x4 nad Load Defl.=5/16 it 3x4= 4 5 6 7 4.00 F12 3x4 IVI AVI 4 En 1.Sx4 II 2 VI 'f 1 0 16 11 17 10 9 18 8 � 4x4= 1.5x4 11 3x4= 3x8= 5x6= 6-6-7 12-3-8 22-3-8 6-6-7 5-9-1 10-0-0 Plate Offsets(X,Y)— [4:0-2-4,0-24),[8:0-3-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.39 8-9 >674 360 MT-20. 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.75 8-9 >354 240 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:117 Ib FT=O% - LUMBER- J TOP CHORD 2x4 SP No:2 NOTES- BOT CHORD 2x4 SP No.2*Except* 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) B2:2x4 SP M 30 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-, WEBS 2x4 SP No.3 h=25ft;Cat.Il;Exp C;Encl.,GCpi=0.18--MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing-directly applied, except end grip DOL=1.25 verticals. 2)Provide adequate drainage to prevent water BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 3)Plate(s) Plate(s)atjoint(s)1,4,6,8,2,3,11,9 and 5 MiTek recommends that Stabilizers and required checked for a plus or minus 0 degree rotation about its cross bracing be installed during truss erection,in center. accordance with Stabilizer Installation uid, 4)Plate(s)at joints)10 checked for a plus or minus 5 degree rotation about its center. REACTIONS- (lb/size) 5)This truss has been designed for a 10.0 psf bottom 8 = 1177/0-3-8 (min.0-1-8) chord live load nonconcurrent with any other live 2 = 1083/0-8-0 (min.0-1-8) loads. Max Horz 6)*This truss has been designed for a live load of 2 = 296(LC 8) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = -644(LC 9) bottom chord and any other members. 2 = -550(LC 8) 7)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 644 Ib uplift at 8 = 1177(LC 1) joint 8 and 550 lb uplift at joint 2. 2 = 1083(LC 1) 8)This truss has been designed for a moving concentrated load of 200.01b live located at all-mid FORCES. (Ib) panels and at all panel points along the Bottom Chord, Max.Comp./Max.Ten.-All forces 250(lb)or less except nonconcurrent with any-other live loads. when shown. TOP CHORD 2-3=-2148/1695,34=-1418/1094, LOAD CASE(S) 4-5=-1281/1112,6-8=-363/452 Standard BOT CHORD 2-16=-1891/1971,11-16=-1891/1971, 11-17=-1891/1971,10-17=-1891/1971, 9-10=-1891/1971,9-18=-795/856, 8-18=-795/856 WEBS 3-11=0/274,3-9=765/841,5-9=-443/576, 5-8=-1115/1062 SarEier-ileen lkuEsrJ;EeHw»E'LI tDLi1 SSESs1-El(6't 6EgtlS(IEftI1E(DkL111GSSOJSrQ91'lCi:l'A ffi(i[-E{)fYl'hta Tud;Qnipf—ew ad rsalnr!:s usilsTrnsDt>t'rF¢wis;;IDGIm!@t kCftT l.Tt:z.fl:FEltlnn:eS4Eetktceez.9dnselksrvise sftltea It,0,m11 GTei sFewurjm'es still SenEl tntte RDAMrFQ1 fsi Toss Dzsge Ettinn 9.t,SgemnT(EgiENIp be Snr tF rn TDD MfinneE® e,'AH'.Edrd(f(inSlEtilt[gledLLj nE;ne1Jar6rta iec�,dMs s:'EyelnssksiaiulleTDDEilr.ulesr%1.IFetn¢En;sstPnbhsAcgnritlitEs,stinldq Anthony T.Tombo III,P.E. ud ntdtiislcouatmtEQeiF;IstlE resrn;61ldrdfiEDnu,Me OvEelt eAnmbegsaxtlE hdirtr OEupEr,satle u0eddlh llt.tie lK rattle is EE leag ote¢dl%d.TtegpaddRe iCQ mf iEftidlni slice Trm,rfinEgtmd!a,CEeeiz,h;6QairzEe6Gt�gsnQ ezSencpaafxyEd - #80083. e*wcy,�vaf(mMx.rhotssile%k5,TOBWorP.M.&A1,4Ntsdt"hil(u;ttai—IMyCafire;!(9frdlnk9YfInaiStQnereltm:dlarpuidp4aue.It!kf ESEe.Erin11YEEWtAtSOID<TREEDFEi,rtnsDryarixero�TassknilErwe,aes 4451 St.Lucie Blvd. iivriustAW fj o[nlnd zrte!rfsi IF mN;fr iQ;pets ksd,el ikeTnssCx4p6g¢Eeris tC15z6DTwg EasigEe,n InitSfstrs EO;titre de7)t11.1sg.III fl�i'AIIESrtIOs i1ER t.'♦.1:f IE IfFI. � Fort Pierce,FL 34946 Uppight®2016A-I Roof Trusses-AotIrmyT.Tomho111,P.E.Repioduttienofthisdocument,inanyform,isprohibitedwithoutthenrixtnpermissionfromURoofTresses-AnthonyLTom6oIII,P.E. Job . 1 Truss Truss Type city Ply- Std. Pac./6811 El A } XCAS6811AM C08 Half Hip 1 1 A0119768 j Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:07 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-Y2gAh8D?xcitZw8R33KJdZ7TIyU CbTlgNptETDy9hr -14-0 1 5-9-14 10-3-8 16-3-8 22-3-8 24-7-8 1-4-0 5-9-14 4-5-10 6-0-0 6-0-0 2-4-0 i Dead Load Defy.=5/16 it 4x4= 3x8= 1.5x4 11 4 5 6 7 4.00 12 1.5x4 i3 3 1.5x4 11 2 Z 1 15 10 16 9 17 ti 8 3x6= 5x8= 1.5x4 II 5x6= i 10-3-8 16-3-8 - 22-3-8 10-3-8 6-0-0 6-0-0 Plate'Offsets(X Y)— [2:0-0-14 0-0-7] [4:0-2-4 0-2-8] [8:0-3-0 0-3-0] [10:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.35 10-14 >750 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.67 10-14 >397 240 BCLL 0.0 * Rep Stress Incr YES WB 0.46 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:118 Ib FT=O% LUMBER- TOP i HORD 2x4-SP M 30*Except* T2:2x4 SP No.2 WEBS BOT i HORD 2x4 SP,M 30*Except* 3-10=-505/660,4-10=0/274, 132:2x4 SP No2 5-10=-353/403,5-9=0/309, WEBS 2x4 SP No.3 5-8=-1426/1204 OTHERS 2x4 SP No.3 WEDGE NOTES- Left:2x4 SP No.3 1)Unbalanced roof live loads have been considered BRACING- for this design. TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Structural wood sheathing directly applied or 4-1-5 oc Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-, purli6s, except end verticals. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BOT,CHORD (envelope)and C-C Exterior(2)zone;cantilever left Rigid ceiling directly applied or 5-2-8 oc bracing. and right exposed;C-C for members and forces 8r WEBS MWFRS for reactions shown;Lumber DOL=1.25 plate 1 Row at midpt 5-8 grip DOL=125 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation quide. 4)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom 8 = 1177/0-3-8 (min.0-1-8) chord live load nonconcurrent with any other live 2 = 1083/0-8-0 (min.0-1-8) loads. Max Horz 6)*This truss has been designed for a live load of 2 = 254(LC 8) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0-wide will fit between the 8 = -655(LC 9) bottom chord and any other members. 2 _ -557(LC 8) 7)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 655 lb uplift at 8 = 1177(LC 1) joint 8 and 557 lb uplift at joint 2. 2 = 1089(LC 19) 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid FORCES. (lb) panels and at all panel points along the Bottom Chord, Max.Comp./Max.Ten.-All forces 250(lb)or less except nonconcurrent with any other live loads. when shown. TOP CHORD 2-3 L-2160/1784,3-4=1682/1311, LOAD CASE(S) 4-5 1- 6-8=-377/470 Standard BOT CHORD 2-15=-1915/1990,10-15=-1915/1990, 10-16=-1023/1234,9-16=-1023/1234, 9-17=-1023/1234,8-17=-1023/1234 WEBS 3-10=-505/660,4-10=0/274, 5-10=-353/403,5-9=0/309, 5-8 -1426/1204 E'xs¢;-thnsdnar'.li nriutke:d tOCEIEYSES('iEttE[}EEaflSI IESY58(7k5IAQSSOI<.E49{'iLTd?S�tYtELFSggrlssa.ierFreniSs Fu:urleismlrErJaahsu(vsfmscesgs ixnh(;I[PVrad Geld:rs)E.lrsie llPE lden;e5h::lk!arsse 9elnseiSvriu Hire ve ke i6U,er(j Wiekarumr;izs4il14e rsrl In ReleaulrrrlH Frbrst Drsi;r Fr :r(u,St':IelphQsw;,6rsnlnarlDDcrrnsEmmt¢eptaeAlEr;rti'esthn(eeguenr;mryrsiuMGr(ngiuirx smP:InssfeXaeinRe llD edt.n(a rAI.ike desgE n;sa;mn,lnnegnoeaars,smludr Anthony T.Tombo lll,P.E. P.e rtl lEtSirlMftr:nr PNlticJ lr APnS;IPSdal±e iip3�YtN,iEl:IY3n S/:9}Ui:!la}'11 arflF 1411in;aESI¢9,4tf asird tI fit OLfke Irrt(dr 80083 ae Gi3:�nesm of(uaan;rr.S9 rNss stleA irat l[Cml he rraeassml�Hdin dhr EN&e4s;.sA Seh�;ICr.¢ranflGj;rNnle9S{Ifl ml ilG arnlnn;ed hr;remi;r,Snre.IN1 e::5ras 5errs;nslk5er ufdAesat Ee lnfsarsussr,IrnsiEc;s sgEru wetress f:'mdraner,sdns 4451 St.Lucie Blvd. s3anhrerF.rNtrpaGaha(epEe9r@arMwnRrlPrrOiu;iesim�r(.TSelnssC2ti}+6;insisfi�T�wrs•7S�Lksig�,nlnstSpEenE¢;unrrlaybild®}Sllto;l'o'i±edu:osnrasi�hzeisnt(. Fort Pierce,FL 34946 Loppighl02QIfiAdtooffmsses-Aa?hoari.Tomboyil,P.L P,epsadatioatthisdocemert,inoatform,ispsahibindwithoopbewrittenpermissionfromURoolfiesses-AnthonyI.lombolll,P.E. Job Truss Truss Type Qty Ply Std.Pac./6811 El A XCAS6811AM C09 Half Hip 1 1 A0119769 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.G20 s Aug 31 2016 MiTek Industries,Inc. Mon-Deo 12 14:35:07 2016 Page ID:cS2yUAsdrwV4V5zIDl W WpPzmH46-Y2gAh8D?xcitZw8R33KJdZ7WLyXDbSXgNptETDy9hn 4-9-2 8-3-8 15-3-8 22-3-8 24-7-8 1 4-0 4-9-2 3 6-6 7-0-0 7-0-0 214-0 Dead Load Defl.=3/16 it 4x6= 3x8= 3x4= 3x3 11 _ 4.00 FIT 4 5 fi Ta 7 8 1.5x4 3 to 1.5x4 II ,2 u� 1 0 17 12 11 18 10 19 9 4x4= 3x8= 3x4= 1.5x4 11 5x6= 8-3-8 15-3-8 22-3-8 8-3-8 7-0-0 7-0-0 Plate Offsets(X,Y)— [2:0-0-14,0-141,[9:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 12-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.36 12-16 >733- 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:113 Ib FT=O% - LUMBER- TOP CHORD 2x4 SP M 30*Except* NOTES-- T3:2x4 SP No.2 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP M 30 for this design. WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; BRACING- h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS TOP CHORD (envelope)and C-C Exterior(2)zone;cantilever left Structural wood sheathing directly applied or 4--8-12 oc and right exposed;C-C for-members and forces& purlins, except end verticals. MWFRS for reactions shown;Lumber DOL=1.25 plate BOT CHORD grip DOL=1.25 Rigid ceiling directly applied or 5-3-9 oc bracing. 3)Provide adequate drainage to prevent water WEBS ponding. 1 Row at midpt 5-9 4)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 5)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation uide. chord live load nonconcurrent with any other live- loads. REACTIONS. (lb/size) 6)*This truss has been designed for a live load of 9 = 1177/0-3-8 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 2 = 1083/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 213(LC 8) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 663 lb uplift at 9 = -663(LC 9) joint 9 and 563 lb uplift at joint 2. 2 = -563(LC 8) 8)This truss has been designed for a moving Max Grav concentrated load of 200.01b live located at all mid 9 = 1177(LC 1) panels and at all panel points along the Bottom Chord, 2 = 1089(LC 19) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-2206/1810,3-4=-1890/1500, 4-5=-1780/1489,7-9=405/499 -BOT CHORD 2-17=-1885/2033,12-17=-1885/2033, 11-1 2=-1 376/1695,11-18=-1376/1695, 10-18=-1376/1695,10-19=-1376/1695, 9-19=-1376/1695 WEBS 3-12=-322/434,4-12=-32/310, 5-12=-139/263,5-10=0/341, 5-9==1793/1481 ztearal-Pursers+erg9.lt:tt;.6r'It aaei i3C55 S(fFltHkEENfIA 111Zd(OR:J C7S{GStOk(Yfi^Amoffi.dE41n 1".Tudt3esi5t gatadasmtteulm to 1a'I.ShVFNmfi'IQ661 pig,Whq,Llri rlg;Pi lelnncek kreme 7dessk vse hnfte ke fDC,oel7 laTeisrasarttic>tidl'seestd la 6e1GC6lenii!tie Tnst Cssigt Ft-ace:rla;Sg+AtCL Frgseay tiesnlgrn lCD:epeur!s tetaetsnsedC:e gthttsalergiaesiresiasdlul6rEe it gtdees eL•nseepdeiuse lCDdr,n6rMd.lee daige auxglsglaAtgnednses;seiahlSt _ Anthony T.Tombo III,P.E. aadrudsis lmsskrgkAeut is6E regrtsdTdtdY snsr,6e0na;urhautdegae(asrl+tleul Crdgea,Ss!Ss utled tl se lS(,6e Ri trice sta latl&r;ateWl!Id,keggttda(6e1CCval uFtull.n d6e tress,edrtagkrd!s}sSarn,6:6nennrt4fnorgcL11es5e rtsgnsnu31r( 180083 6atei4t;Prsral(vfiWx.Suede;sdeA66s I:Aatl sepcenasml gtilttien rlste ltii(6elraleasel Sds¢Idxttefiee;!(!IrgtSt6S,1P1aa1Sitiererdnn:edsr gee<N p�nn.IlFl eeStxs.teies,tessunn rd dGsdlsa Less Cesigrn,tas C<,:yt„iva e>aLess)Sadman,i'ess 4451 St.Lode Blvd. a"�eteise te6Wlpa(etMz3rtrl>itru.natglreO itrGes6sde1.Tlt Tnss[.4ga Eey6eaheCI6:4C8q fsdyalntsSideaFystttda>7 ti�sg.An mte.uf:e,rt na of ddi:d611F1 Fort Pierce,FL 34946 Copyright V 2016 A-t loof Trusses-Anthony Uumbo III,P.I.6epredurlion of this donmeet;in try form,is pmh1hed rithooi the witien permission from A-1 Hoof Tresses-Amboy IL Who I11,I'L Job- Truss- Truss Type Qty Ply Std. Pac./6811 El A A0119770 XCAS6811AM C10 Roof Special 1 1 Job Reference(optional) Al Rocif Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:08 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-OFOYuU EdivgkB4jdcmrYAngb8Lp7Ko3gcTdo?fy9hml -1-4-0 4-2-15 9�-12 12-6-0 17-3-0 22-3-8 24-7-8 1 4-0 4-2-15 5-1-13 3=1 4 4-9-0 5-0-8 2 4-0 Dead Load Defl.=3/8 it 4x6= 4.00 12 4 4x4= 2x4 II 5 3x6= 7 1.5x4 3 8 N ri N 1.5x4 II 2 1 171 12 18 11 10 19 9 4 4x4= 3x4= 3x8 MT20HS= 3x8= 5x6= I 6-9-7 12-6-0 22-3-8 6-9-7 5-8-9 9-9-8 Plate Offsets(X Y)— [9:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.37 9-1D >725 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.75 9-10 >354 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:113 Ib FT=O% i LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOTICHORD 2x4 SP No.2*Except* 1)Unbalanced roof live loads have been considered B2:2x4 SP M 30 for this design. WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; BRACING- h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS TOPICHORD (envelope)and C-C Exterior(2)zone;cantilever left Structural wood sheathing directly applied, except end and right exposed;C-C for members and forces-& verticals. MWFRS for reactions shown;Lumber DOL=1.25 plate BOTi CHORD grip DOL=1.25 Rigid ceiling directly applied or 2-2-0 oc bracing. 3)Provide adequate drainage to prevent water MiTek recommends that Stabilizers and required ponding. cross bracing-be installed during truss erection,in 4)All plates are MT20 plates unless otherwise accordance with Stabilizer Installation guide. indicated. 5)Plates checked for a plus or minus 0 degree REACTIONS. (lb/size) rotation about its center. 9 = 1177/0-3-8 (min.0-1-8) 6)This truss has been designed for a 10.0 psf bottom 2 = 1083/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live Max Horz loads. 2 1 = 188(LC 8) 7)*-This truss has been designed for a live load of Max i Uplift 20.Opsf on the bottom chord in all areas where a 9 = -650(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = -493(LC 8) bottom chord and any other members. Max Grav 8)Provide mechanical connection(by others)of truss 9 = 1177(LC 1) to bearing plate capable of withstanding 650 lb uplift at 2 = 1083(LC 1) joint 9 and 493 lb uplift at joint 2. 9)This truss-has been designed for a moving FORCES. (lb) concentrated load of 200.01b live located at all mid Maz.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord, when shown. nonconcurrent with-any other live loads. TOP CHORD 2-3 2267/1961,3-4=-1950/1624, 4-5 -2561/2122;5-6=-2341/1908, LOAD CASE(S) 7-9=-359/445 Standard BOT CHORD 2-17=-1979/2099,12-17=-1979/2099, 12-18=-1377/1600,11-18=-1377/1600, 10-11=-1377/1600,10-19=-1397/1574, 9-19=-1397/1574 WEBS 3-12=-380/529,4-12=-230/438, 4-10=-848/1153,5-10=-1030/949, 6-1 0=-591/857,6-9=-1713/1568 5arta;-rleesf dues;:lptui;v$!'LI�GFILrSSi{i(ltE['y EFrilitt(t1(S8(OAtIG035{USrGNi'G'i'�?BggOD'!?'FAfDI'hm.rer�:eeip rtteartusalt!e!m*sutiisimscf�Qnvia;;l[G}vADeleDeq Llrs:�Plri rdona56:�1k!rr.U:Intelktvitefihenike iDD,nlr D,Tek uaxNrja:etsl6l semlhr n!RDglenfil.tsr Tnss D:sgt Feyiccer{te,S}e:db}Fgrteu,'t snlnrg iQD:gr!s�mearne}tncatfl'u pAetsirntergt2aitirn}ratdJiy6t de iec�.iEa ra}t!Tusste}iaalnne lDD nlr,uln aril.ike desgt a:s,a;r.!u;Itadq nritlirts,tnrtlDQ} Anthony T.Tombo Ill,P.E. aal rteddit lrets+x.anlEtleu;IS d!regntflit;dh!9vru,da0nertwlatL*!de}?4ufle kQGy G!siner,ul6e tttletleldeli(.de lrfnl delmib 164 use aril%1.NgF"ddA,lDD Wrn 0,11 w d he M Whugrou�ilyd ^80083 ' tte rn'da;;es t¢dLn3!Ua.l9tNest9e4iedelr-0clMp#netml;r hrnetdfie in;(u;[tsEan.tl SahJe lCurtran;rCApMit plflwlSt(t ne reln!v:edherentilpilnu.Ifl uSut+ustegau75es¢1dA:esdl:e(ntf 6euuu,rmtut:,�ig!euunrvssYm>talurt,aen - 4451 St.Lucie Blvd. 0'?fI!l1t1111�1F'BFnlflSld;!EeIJ}n lD Millq;lllD;ndH IGlaIn}I!!Flttf CRL)ItJ;bIHIf ACt6!SrS6rYS1!Lit tuts S(Al9Ft;leefrt(Wtr19I10}}II Wje4AtP�40tn!Et I!(9!l ienu. Fort Pierce,FL 34946 Copyright 02016A-I foal Trusses-AmhanyT.Tanabe[I),P.I.Reptadonionofibisdommeet,ie,anyform,ispiobibitedxit6oalthexr'menpermissiontmmA-18ao!Tresses-AnllonpT.Wha01,P.t. Job Truss Truss Type Qty Ply Std. Pac./6811 El A t XCAS6811AM C11 Monopitch 1 1 A0119771 Job Reference(optional) :, Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:35:08 2016-Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-0FOYuU Edivgk84jdcmrYAngcOLtjKxpgcTdo?fy9hm r1-4-Q 5-9-13 9-10-1 16-4-13 22-7-8 23-11-a 1 4 0 5-9-13 4-0-4 6-6-11 6-2-11 1-4-0 4.00 12 7 8 Dead Load Dell.=1/4 it 1.5x4 I 3x4 3x4 3x4 5 1.5x4�� 4 W5 ago 3 4 1.5x4 If 2 to 1 2 17 12 11 10 18 19 9 3x4= 3x8 MT20HS= 3x4= 5x6= 4x4= 7 4 14 13-8-7 22-7-8 7-4-14 6-3-9 8-11-1 Plate Offsets(X,Y)— (9:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc)_ I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) -0.31 9-10 >857 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.57 9-10 >469 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:124 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; OTHERS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)-and C-C Exterior(2)zone;cantilever left TOP CHORD and right exposed;C-C for members and forces& Structural wood sheathing directly applied or 2-2-0 oc MWFRS for reactions shown;Lumber DOL=1.25 plate purlins, except end verticals. grip DOL=1.25 BOT CHORD 2)All plates are MT20 plates unless otherwise Rigid ceiling directly applied or 5-0-5 oc bracing. indicated. WEBS 3)Plates checked for a plus or minus 0 degree 1 Row at midpt 7-9,6-9 rotation about its center. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation quide. loads. 5).*This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 9 = 1116/0-3-8 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1104/0-8-0 (min.0-1-8) bottom chord and any other members,with BCDL= Max Horz 10.Opsf. 2 = 530(LC 8) 6)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 621 lb uplift at 9 = -621(LC 12) joint 9 and 493 lb uplift at joint 2. 2 = -493(LC 8) 7)This truss has been designed for a moving Max Grav concentrated load of 200.01b live located at all mid 9 = 1116(LC 1) panels and at all-panel points along the Bottom Chord, 2 = 1104(LC 1) -nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-2212/1532,'3-4=-1995/1387, 4-5=-1913/1399,5-6=-12501763, 7-9=-288/516 BOT CHORD 2-17=-2118/2041,12-17=-2118/2041, 11-12=1670/1634,10-11=-1670/1634, 10-18=854/817,18-19=-854/817, 9-19=-854/817 WEBS 3-12=-290/421,5-12=-320/470, 5-10=-690/807,6-10=-5031722, 6-9=-1101/1159 Ya'tig flees,6naptJrreri!v6t'Ad rDCli45C,isiEtlTY}6EAaAt ITI113ErDk?IDD3S Dnr041'tCr��6lppfi'.�{Y1tlrf¢air.0ple!in rmo!Ins�f rEpinp!es!,fvsTmsDtsysDnvi,;�CCI¢d@e Aelket7L7!si!I8,rL 1!Inroa 16!!ttafn!p:�D,l¢s,dn 6R stn!twk.MD,aalr - unei:,�anrre;satknit MRfTDDr,r!tW'1lielte D!s�![ea�sle,spotp[!rvenynesnru¢ttoD:ePlwn®meaae!fCeryo!su!nlergreah;req¢ffiUJhrfetngpdtesb!Tns,npa+uuefDD,J¢snma.netrP¢, n,nsagnrim!!s,umary prithonyT.Tombo III,P.E. a,t.s!drill¢ssa:,ryk'e`urh6e!!spritCdr aih!Dnn,CeD,ner'soairt!dp;:Cwde4ACrzp Detlpee,aC!¢teAellSe lir,tt!3t¢GBe bml�ideg¢te!dltl-I.Ibegprndsfke iOD!si eevfielt rs!ettle i¢ss,M[gtsd:o}sbrnq l!thDd�e¢d4¢deysi!IlSuer!;{enS;ttd 4180083 ' ttaS+:aagei vwcmamx.III¢rtfWRA WIRTDD!1 It,P.Ins®eP4,1K16,rriletrURI—I Wartd.ffrn¢ 4451 St.Lucie Blvd. pew:ro{ff lttatthrp(„ifnla;!Fltbril{9.daq rreDptmtilx,dett.r,!T¢ss rasip oi,tnls NOT t!r,atn;radpx.pr Tnss syslem6fanrIII my izlrat.All npauMuIcasv:as Wall 1,Mi. Fort Pierce,FL 34946 CopyrightCZ)2016A-1 Roof Trusses•An�onyT.Tombs III,P.E.Reproduction of this dommect,in any form,is piobibited withoullhe wniven permission from A-1 Roof Ifesses-Aullany 1.Tomho III,P.L - Job Truss Truss Type Qty Ply Std. Pac./6811 El A 7 XCAS6811AM C12 Monopitch 1 1 L A0119772 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:-8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:09 2016 Page ID:cS2vUAsdrwV4V5ztD I W WpPzmH46-URyw6gFGTDyboElgAU Mni_Cn81Cy3O3zr7MLX6y9hm r14-Q 5-9-13 9-10-1 16-4-13 22-7-8 y311-8 1-4-0 5-9-13 4-0-4 6-6-11 6-2-11 1-4-0 4.00 12 7 8 Dead Load Detl.=1/4 h 1.5x4 I 3x4 I i 3x4 3x4 n 4 5 e6 1.5x4\\ W5 3 4 1.5x4 11 2 sn 1 2 17 12 11 10 18 19 9 i 3x4= 3x8 MT20HS= 3x4= 5x6= 4x4= 7-4-14 13-8-7 22-7-8 7�3 14- 6-3-9 8-11-1 Plate Offsets(X Y)— 19:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.31 9-10 >857 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.57 9-10 >469 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WS 0.44 Horz(TL) 0.05 9 n/a n/a BCDLi 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:124 lb FT=0% LUMEtER- TOP CHORD 2x4 SP No.2 NOTES - BOT CHORD 2x4 SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; OTHERS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Exterior(2)zone;cantilever left TOP CHORD and right exposed;C-C for members and forces& Structural wood sheathing directly applied or 2-2-0 oc MWFRS for reactions shown;Lumber DOL=1.25 plate purlins, except end verticals. grip DOL=1.25 BOT CHORD 2)All plates are MT20 plates unless otherwise Rigid'ceiling directly applied or 5-0-5 oc bracing. indicated. WEBS 3)Plates checked for a plus or minus 0 degree 1 Row at midpt 7-9,6-9 rotation about its center. MiTek recommends that Stabilizers and required 4)This truss has-been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation auide. loads. 5)*This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 9 = 1116/0-3-8 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 110410-8-0 (min.0-1-8) bottom chord and any other members,with BCDL= Max Horz 10.Opsf. 2 = 530(LC 8) 6)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 621 lb uplift at 9 j = -621(LC 12) joint 9 and 493 lb uplift at joint 2. 2 = -493(LC 8) 7)This-truss has been designed for a moving Max,Grav concentrated load of 200.01b live located at all mid 9 = 1116(LC 1) panels and at all panel points along the Bottom Chord, -2- I = 1104(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max:Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP ICHORD 2-3=-2212/1532-,34=1995/1387, 4-5 1-1913/1399,5-6=-1250/763, 7-9=,-288/516 BOT CHORD 2-17=-2118/2041,12-17=-2118/2041, 11-12=-1670/1634,10-11=-1670/1634, 10-18=-854/817,18-19=-854/817, 9-19=-854/817 WEBS 3-12=-290/421,5-12=-320/470, 5-10=-690/807,6-10=-503/722, 6-9 -1101/1159 f 8or-v;-Ilttst�nn�mit.fit'SI A1Ai 13C5SE5('SEETFE}EErlA 1ELUSE(71�9IiC9SNSI0Nj ruRfi�d(tl198l�fUf91'hrs,.5[!d(fesiyr;aaeeh,swd nalrafisn6is has:tsp:ixviAO[{}¢9@e1N`�Ar.1t�a.A,PE reln+r;esk:�ktee ose tlNnsNEnvise fildnlEt t66,eN; I Sire}rrtrNm ret,siN1}tnellrM1e lCUnit n6l.kthtss Desip Fncxxla..5y:det¢h;ute�I esnlnter7yD:e;,xs,tnmeat7,sce Nl'e rtt!essirtdetgttplgrtsry,ntldT(rt lrt iKgsare sayl>(,rssteychinRe lGD usl;.u6,TP(r.tkedes';rtsua;hn.leedq neiilitrs,fnn}dd( Anthony T.Tombo III,P.E. and rudSitLn,shsrn kileiy is tlentpc;ikildrdfx0»er,@e tlweis¢:Gici:tdv tivtleb0ey0enne,laMueleNd6e li(,ri! �ttlr lr,laHdrg uk�TAI.Cecp,med N4tT@SeairA6ell.se ei Gelross,idiuykmil:o;:h¢ss.ltshllNirt rslln�sb0lefierrs;oasSdfjd #80033 ae tN!dx;6eirud(ae3tUa.21tNes s:ISAIeQe ICUrslurp Jkes ar;irernndfielrilNs[tzFtax7krif;kaaCin(rL4ip!IitFd t;lA alSttiue,dera:N kr;ese,A prime 17ia i,rtsR,t,es;r+vaien edarsmre E:nsowu<e,rass:esAs,a:sr�s!:afrN,n, tss 4451 St.Lucie Blvd. _ tbrnise tehttd}rn6elnd¢getd¢pn is w,iln;}e Nl pn5es iasN,ti.liecross[T�ip 6yiueris F6ifia pG9a;Cmpy¢!yerTmtSps&m Equerr vta>j iNiEu;.❑I mpa`.itefxmsn¢ts l:laai is tlTl' Fort Pierce,FL 34946 (opyrighlO2015A-ItoofTrasses-AnthenyLlembolll,P.E.Rapidurfion of this doicantain any farm,is pjohibhed writhoul The vnitttn permission from A-1 Roof Tresses-Whey I.Tomba III,P.I. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811,AM C13 Half Hip 1 1 A0119773 Job Reference(optional) -A1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:09 2016 Page ID:cS2yUAsdrwV4V5ztD I W W pPzm H46-URyw6q FGTDyboE lgAUMni_CsOIDK3MPzr7M LX6y9hm 24-7-8 -1-1-0, 7-6-11 14-9-9 i 22-01 22-7r8 1-41 7-6-11- 7-2-15 3x4= 3x6 11 Dead Load Defl.=1/8 it 4.00 12 7 6 8 3x4 5 3x4 - ci 3x4%4 3 W4 1.5x4 11 1 n 1 2 17 12 1118 10 19 9 1.5x4 11 3x8 MT20HS= 3x4= 5x6= 4x4= 7-6-11 14-9-9 %0-8 2�-7,-8 7-6-11 7-2-15 7-2-15 0-710 Plate Offsets(X,Y)— [2:0-0-6,0-1-41,[6:0-2-0,0-2-131,[9:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.20 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.34 10-12 >784 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:128 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* NOTES- T3:2x4 SP No.2 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP M 30 for this design. WEBS 2x4 SP No.3*Except` 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) W5:2x6 SP No.2 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; OTHERS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Exterior(2)-1-4-0 to 24-7-8 zone; TOP CHORD cantilever left and right exposed;C-C for members Structural wood sheathing directly applied or 4-7-11 oc and forces&MWFRS for reactions shown;Lumber purlins, except end verticals. DOL=1.25 plate grip DOL=1.25 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 5-0-10 oc bracing. ponding. WEBS 4)All plates are MT20 plates unless otherwise 1 Row at midpt 7-9,3-10,5-9 indicated. MiTek recommends that Stabilizers and required 5)Plate(s)at joint(s)4,6,7,9,2,3,12,10,5 and 1 cross bracing be installed during truss erection,in checked for a plus or minus 0 degree rotation about its accordance with Stabilizer Installation quide. center. 6)Plate(s)atjoint(s)11 checked for a plus or minus 5 REACTIONS. (lb/size) degree rotation about its center. 9 = 1169/0-3-8 (min.0-1-8) 7)This truss has been designed for a 10.0 psf bottom 2 = 1096/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live Max Horz loads. 2 = 497(LC 8) 8)*This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 9- _ -579(LC 12) rectangle 3-6-0 tall by 2-0-0 wide will-fit between the 2 = -502(LC 8) bottom chord and any other members. Max Grav 9)Provide mechanical connection(by others)of truss 9 = 1169(LC 1) to bearing plate capable of withstanding 579 lb uplift at 2 = 1100(LC 19) joint 9 and 502 lb uplift at joint 2. 10)This truss has been designed for a moving FORCES. (lb) concentrated load of 200.01b live located at all mid Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord, when shown. nonconcurrent with any other live loads. TOP CHORD 2-3=-2145/1464,3-4=-1196/711, 4-5=-1052/732,7-9=-400/549 LOAD CASE(S) BOT CHORD Standard 2-17=-1976/1958,12-17=-1976/1958, 11-1 2=-1 976/1958,11-18=-197611958, 10-18=-1976/1958,10-19=-1045/1062, 9-19=-1045/1062 WEBS 3-12=0/331,3-10=-970/999, 5-10=-266/585,5-9=-1254/1245 Seri+;-tlast 8nw¢I5 ruiwfit'.d W[FI10Kir"11twj max um d S0B[70D9SNSf0N(36(a"unroamwitdr Imv ff!et tuisf;mmrtersxl tec.-s a IiisTms Dfi.Dr"'."I NE)srdtie 4it"I T.Wm 11.P.E Idtrn;eCh:lte'rtf r;e q+hr fs:nvise stntd se Rf RD,Wf d§IehtsrnNrd:Cfs4sIl lt'mll+t tle l6Dpie nhl.t;trrnsOtsgefrare!rQ-e,5�.n:lnEfec;*tsniu+f,too:ryfutmmmtpafdra;rdefffrni ntlueigreti+fsdu:ryh,Re deSyaaCe sin�:Iftssde,+:ct+dnCe IDDrilr.frsn r?It.ikd¢i�:ssra;lifrs,irraq n+dnurs,tar,iu'h Anthony T.TomJO I1I,P.E. md•se•I;iis l:e;s±x rtykft;is tit f+y+rs:lilDd0f-,0nn:60✓ter'so:C++uKr;=.matlf NligDt+iv,"i,deumnl rift,111,5f Mf.ttv+l+m`h16quft uAlad.fir f ,,f.tfti,IDD rad+frfifidasf elsie'tns,citi:r;kaAlm}N!fs!,,s%fl0r+Wtt+ 7*$0083 de t++.di;;;s .+md(rs'enhr.:D oafs set•AmDf ICDWRtprmteswd;ftfn Iht d-t/uelf:zJ xm Sdf¢ICrmMfe+EISIj�tlistsd�i?InlSttintielnu;rd hr;renA;+Um TIN r:5cs5etfs;aest�iStsWdRis tl tte Snss Dfsl;sn,Ims6srgiijntm cdln;s!,soahUan,�.'tfs 4451 St.LUCI2 Blvd. oti!rw+.estFsed6ycCrmrtl a;ifr7 rgnhmN;Es•D;mSrt lnmf!d Tis instlkti;O.yi+mr,s e01 tie A3.ti>;[ruptt.uTn;s Systen h;am dmy iaiUo;.111 o5iR:ixdt<ns m+os ddafln Rol' Fort Pierce,FL 34946 CoP1TiGh102016A-]tool Trusses-Anthon T.Tombo III,P.E.Re rodurtien ofthis domment,in;ny form,is Pohibildnishomi the winon permissionfrom Ad Roof Tresses-Anl6on11.Tomb@ III,P.I. Job. ' Truss Truss Type Qty Ply Std: Pac./6814 El A XCAS6811AM C14 Half Hip 1 1 A0119774 - Job Reference(optional) Al Rodf Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:35:10 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-ydWIJ9GuEX4RQOtOkBu0FC1149V3okF73n6u3Yy9hm i 1-4-0, 6-5-2 13-3-13 20-0-8 22-7-8 24-7-8 1-4 6-5-2 6-10-11 6-8-11 2-7-0 2-0-0 i I 4x4= 3x4= 4.00 F12 6 Dead Load Defl.=114 it 8 3x4 3x8 MT2011S� 5 1.5x4 4 3 W3 5 2 ! 1.5x4 II 2 16 11 17 10 18 9 3x6= 5x8 3x8 3x6 II I = 10-9-14 20-0-8 22-7-8 , 10-9-14 9-2-10 2-7-0 Plate Offsets(X,Y)— f2:0-0-14,0-0-71,(6:0-2-0,0-2-4),f11:0-4-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.41 11-15 >664 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.70 11-15 >384 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.06 9 n/a n/a BCDLI 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:134 lb FT=0% LUMBER- , TOP CHORD 2x4 SP M 30*Except* NOTES- T3:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M 30 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left WEDGE and right exposed;C-C for members and forces& Left:2x4 SP No.3 MWFRS for reactions shown;Lumber DOL=125 plate BRACING- grip DOL=1.25 TOP CHORD' 2)Provide adequate drainage to prevent water Structural wood sheathing directly applied or 4-9-10 oc ponding. purlins, except end verticals. 3)All plates are MT20 plates unless otherwise BOT,CHORD indicated. Rigid ceiling directly applied or 4-11-2 oc bracing. 4)Plates checked for a plus or minus 0 degree WEBS rotation about its center. 1 Row at midpt 7-9,5-10 5)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 9 ( = 1166/0-3-8 (min.0-1-8) bottom chord and any other members. 2 = 1100/0-M (min.0-1-8) 7)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 572 lb uplift at 2 i = 456(LC 8) joint 9 and 518 lb uplift at joint 2. Max Uplift 8)This truss has been designed for a moving 9 572(LC 8) concentrated load of 200.0lb live located at all mid 2 -518(LC 8) panels-and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 9 I 1166(LC 1) 2 1100(LC 1) j LOAD CASE(S) FORCES. (lb) Standard Max!Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2191/1673,3-4=-1651/1113, 4-5=-1578/1128,5-6=-414/213, 6-7=-314/280,7-9=1 19011155 BOT CHORD 2-16=-2128/2018,11-16=-2128/2018, 11-1,7=-1251/1222,10-17=-1251/1222 -WEBS 3-11=-591/815,5-11=-307/641, 5-10=-1100/1171,6-1 0=-1 81/279, 7-16=-892/990 S¢iiq-tlmehtta;Jr nri:vtie's-1 rJCsIi515dsifllFl jEF927st lFritSar7LVnC1inAI(19j tBf�'isallPAt'SEWfllrhm rr.�desiP rnmtfns md«o!m!asnliitT�slep^wove;;lOt}sdtlaleAegT.les's!s;PE ld«n«<.hh??:i!?revs_UelnsWies�iH midnns i9gael; Wle}nirzoir p'oxssixllk.w.l hrDelGUnhnris sssims0ao;etenre?rp.e,Spas)¢hgita,tiesnlnril lDD«rnssetsmm:y4sa:etlMrrs!estindeedrxeny rnro!ildr!nGe ietig:otCx sla�etnsslgineluheTGU oilr,ns«I7II-7te anys rsnsshiss,nrLrSuriauss,seussdiry Anthony T.Tomho lll,P.E. d rtr d5is iross+•rzlGileu;Isdirsyntdddrdt 7ne,@±ilmntetv;us4e«atlebJe¢;Uetlnrr,ia i4!«Ilnldtie0f.0:RCniflel?�laIfagute srAPld.tkegpndsr@eTODmi str lvid eu rl litinss,r�s8rgtmdte}Cgl,u;hOtlin sxAknoq sir9le'E:rss�ssSaY[f 80883 :t.a�3:tigc¢d(aeew.l8shssJoAuneRQWRe px mswl pixel sn lle teCC«g6 �Sehr�a¢afin;l6 ipNnkr7l;lflaol straoe«fnn:d inp enl;42s«rFll e5es5enrren3 a§H allRasdNsimt Desinar,rsms&ssS nn cote slsu Mn, <s 4451 St.Lucie Blvd. a'Seise iehld tpoCnV.dlq«ed rpn iowrilis;hsO rc5n imdseL lk rrvss rrsf�6pusishroT".�dL,sj rtsip:eerTnss Syrez ro;lie«deo;stluo}ui mlro41PlsTS nsml?rs?Iutru. Fort Pierce,FL 34946 Upright 2UTAA-1ballrossesTomboIII,P.I.Re toilwionofthisdoameet,inan form,is mhihileduiihootthenirnen umissionhomA-iRaolTressas-Anlhon•T.Tomholll,P.E. Pni5 -Anthonyr P Y P P ) Job Truss Truss Type city Ply Std. Pae./6811 El A t XCAS6811AM C15 Half Hip 1 1 A0119775 Job Reference foot;---1 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:10 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-ydWIJ9GuEX4RQOt0kBuOFCl l e9XIoi773n6u3Yy9hm -1-4-0, 5-10-11 12-3-7 18-0-8 23-7-8 25-7-8 , '1-4-0' S-10=11 6-4-12 5_ _I 5-7-0 2-0-0 4x4= 3x4= 4.00 12 6 7 Dead Load Defl.=1/4 it 8 3x4 1.5x4 5 3x4 W5 yy 4 �1 3 2 1.5x4 II 2 G 17 12 11 18 10 19 9 3x6 3x4= 3x4= 3x8 3x6 11 = = 9-3-6 18-0-8 23-7-8 9-3-6 8-9-2 5-7-0 Plate Offsets(X,Y)— [2:0-0-6,0-0-71,[6:0-2-4,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.60 Vert(LL) -0.30 10-12- >940- 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.54 10-12 >523 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:133 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* NOTES- T3:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.3 WEBS 2x4 SP N Vasd=132mph;HVHZ;,TCDL=5.Opsf,BCDL=5.Opsf-,OTHERS 2x4 SP No.3 h=25ft;Cat.II;-Exp C;Encl.,GCpi=0.18;MWFRS WEDGE (envelope)and G-C Exterior(2)zone;cantilever left Left:2x4 SP No.3 and right exposed;C-C for members and forces& BRACING- MWFRS for reactions shown;Lumber DOL=1.25 plate TOP CHORD grip DOL=1.25 Structural wood sheathing directly applied or 4-6-15 oc 2)Provide adequate drainage to prevent water purlins, except end verticals. ponding. BOT CHORD 3)Plates checked for a plus.or minus 0 degree Rigid ceiling directly applied or 4-9-8 oc bracing. rotation about its center. WEBS 4)This truss has been designed for a 10.0 psf bottom 1 Row at midpt 7-9 7-10 chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required 5)*This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 6)Provide mechanical connection(by others)of truss 9 = 1211/1-3-8 (min.0-1-8) to bearing plate capable of withstanding 605 lb uplift at 2 = 1146/0-8-0 (min.0-1-8) joint 9 and 553 lb uplift at joint 2. Max Horz 7)This truss has been designed for a moving 2 = 414(LC 8) concentrated load of 200.01b live located at all mid Max-Uplift panels and at all panel points along the Bottom Chord, 2 = -553(LC 8LC ) nonconcurrent with any other live loads. Max Grav 9 = 1211(LC 1) LOAD CASE(S) 2 = 1146(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2364/1867,3-4=-1920/1405, 4-5=-1852/1423,5-6=-816/610, 6-7=-702/645,7-9=-117611184 BOT CHORD 2-17=2253/2182,12-17=-2253/2182, 11-12=-1467/1460,11-18=-1467/1460, 10-18=-1467/1460 WEBS 3-12=-500/707,5-12=-308/594, 5-10=-934/1016,7-10=-986/1075 ttux�}•rl,evzftf�ysnire t4s'kirCGf110iSEf�'fFlE3'tURtt iEFASd{6k6:fJkift$FDY"rUN';!(�tg'd1EW"1RlJ'8ra.iatls dciprytr.[Itrs oltnlNtq t¢itis ipnCsiyC:r,•uy�QpjtM3t{e�eyLlta�tg,f.E1=hrptSkelieftf3ast.3tlyst*-a.'siu sltht talkaTJO,xIy WttttmadcrpL�,:tfntttsterf r',tf nft,tr+tt,r=:fe,t�E�fttnrif,3rec�tEq'x:7;6t fetl tftrrnrt�ttt�:war.:=aEr�Ftts: tt .Kyrt�ft:; rynrt��P�;�sa,tSrf;stfiaW�a',¢toy,oalfE Tpa=s,ttst�rmxta�ymg ms,trC Anthony T.Tomhu lit,R.E. ttl tufdHis itasfa of tfetnatSttfr.;• >tifrr:fc+t.,o*.dsrrseryt,,fug,r: rt, .�r+:czotmgEentcimt ft�sad:,rcm�f mf.T;*art+drrt,yoeaetrettdfft,f�fTrt,:,w. �narr<ar,rta�mtftaEsisnxotSrstasa.r�a #80083 fitrt ;tf gHld?•J ffifrf34M1f,�f Sett Sdfif�'S3r.�tFd['fCi(S(N 61Qr:Ylt.Ylfife`trF'] (triNFt6 f4d!(".(:IS&A9('{c'>r41-S1•dts'ff ttdf{{jtlt:lfElE1[�,lfr`3tdSif.if✓•SQ�StI q'.1t5W35111130Q QC:fdf'—'^fr?i4 QH'�K„t334WfFAjSINT.f i(riI S7;.`AIC%IN,R itS fb.lr2dca.•3"s!f6t¢7e (txhn: tk b+sitnhtl.rktirssU. Ey�tFb[3itHtfsB' 6•sifts,xitfisSnless(y¢cetrnlrst:i7. lsfffi�nitrtnattsl:rittpinS. 4451 St.Lucie Blvd. 4 f• r ' Fort Pfetce,FL 34946 � (cppigtld1018 A•1Re,tLosses-MlhsnyLlem6o III,P.E.gepmdudicn of ibis detummt.inonyfaf�,is pmBi6:kdxAhcuffE.•eritten permissieahoa Ad YoefLusses•Ambaoy LloaEalil.P.L i Job- Truss Truss Type Qty Ply Std. PacJ6811 El A (s XCAS6811AM C16 Half Hip 1 1 A0119776 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:11 2016 Page ID:cS2yUAsdrwV4V5ztDlWWpPzmH46-Qp4hXVHW?gCl2XRCIvPFoPIAOZgGXBXGIRrSc_ 9hm 1-4-Q 3-2-0 5-9-5 9-6-8 14-0-8 i6-0-8 19$-4 23-7-8 , 1 4� 3-2-0 2-7-5 3-9-3 4-6-0 2-0-0 3-7-12 3-11 4 4.00 12 4x6= 3x4= 1.5x4 11 1.Sx4 II Dead Load Deff.=5/8 it 7 8 g TA 10 11 r 1.5x4 z:� 3x4 3x4 6 4 5 6 9 W3 I 1.5'4112 W] O 7 15 I°° 24 26 16 19 18 27 3x4= 28 14 29 13 30 12 ' 3x4= 2x4 II 1.5x4 II 3x8= 5x6= 5x6= 5x6= 6x8= ,1-5 4, 3-2-0 , 9-6-8 14-0-8 16-0-8_s 23-7-8 r-5-4 1-8_12 6 4-8 4-6-0 2-0-0 7-7-0 Plate Offsets(X Y)— f3:0-0-12 0-2-0] [12:0-3-0 0-3-0] fl5:0-3-0 0-2-12] [17:0-2-12 0-3-01 [l 9:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.55 16-17 >510 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.92 16-17 >307 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.25 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:152 lb FT=0% 1 LUMBER- TOP HORD 2x4 SP No.2*Except* T1:2x4 SP M 31 WEBS BOT i HORD 2x4 SP No.2*Except* 6-16=-424/615,6-15=-1065/1033, 63,B4:2x4 SP No.3,B2:2x4 SP M 31 13-15=-698/844,8-15=-1122/1073, WEBS 2x4 SP'No.3 8-13=-708/813,9-13=-601/700, OTHERS 2x4 SP-No.3 9-12=-1024/979,3-19=-875/953, BRACING- 4-16=-865/977,17-19=-1688/1637 TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc NOTES- purlins, except end verticals. 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Rigid.ceiling directly applied or 3-2-3 oc bracing. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS MiTek recommends that Stabilizers and required (envelope)and C-C Exterior(2)zone;cantilever left cross bracing be installed during truss erection,in and right exposed;C-C for members and forces& accordance with Stabilizer Installation guide. MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 REACTIONS. (lb/size) 2)Provide adequate drainage to prevent water 12 121110-3-8 (min.0-1-8) ponding. 2 = 1146/0-8-0 (min.0-1-8) 3)Plates checked fora plus or minus 0 degree Max Horz rotation about its center. 2 = 373(LC 8) 4)This truss has been designed for a 10.0 psf bottom Max Uplift chord live load nonconcurrent with any other live 12 = -620(LC 9) loads. 2 _ -564(LC 8) 5)*This truss has been designed for a live load of Max lGrav 20.Opsf on the bottom chord in all areas where a 12 = 1211(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1146(LC 1) bottom chord and any other members. 6)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 620 lb uplift at Max:Camp./Max.Ten.-All forces 250(lb)or less except joint 12 and 564 lb uplift at joint 2. when shown. 7)This truss has been designed for a moving TOP,CHORD concentrated load of 200.01b live located at all mid 2-3=,-1786/1362,3-4=-3246/2801, panels and at all panel points along the Bottom Chord, 4-5=-2478/2026,5-6=-2454/2038, nonconcurrent with any other live loads- 6-7 -1499/1238,7-8=-1456/1332, 8-9 -954/862,10-12=-302/372 BOT CHORD LOAD CASE(S) 2-24=-1703/1644,19-24=-1703/1644, Standard 19-25=450/410,18-25=-450/410, 17-18=-94/277,3-26=-1261/1352, 17-26=-1261/1352,17-27=-3122/3114, 16-27=-3122/3114,16-28=-2198/2296, 15-28=-2198/2296,7-15=-254/358, 13-30=-547/580,12-30=-547/580 WEBS 6-16=-424/615,6-15=-1065/1033, l 3u'tle;-fltry durq'J;s:ri:vsit 11 tOUTI' irmw's,ant It IMEG7R?i11C15 NSrPNj77r:1'F�'tlCh'�fArfXr Isra Yaaratsig;u:neters wastdaahrtt tiffsims:sg:3emrPUP}oA@eAtlEsn r.hsir3Pi i:ix?s:e56!t!'x'atoa Pelns tk!rrisefilei st I!s iP6,a1; WleintseN+;sessldi 5tase11n Be1@mis uPa.astLns Pts7t ErirRt.�i2.,5gtuehr rr;i¢t;,Isndnnr rPP rei¢udsrswegla!:edde;rtlesdtul ettlrsMs;ns;se<ilaalhs lre tnip,dCese;itltnskairtduRtlPP nl;,nln Ril Tke dtsrp rsssspar:;I+erng neaAats,s"My Anthony T.Tombo 11I,P.E. eaa..dtl8 irtssr rn hivas Klitu'tsmadtd ti a—,lk0+aaieau uNe;ad n At Wks("iya.bI!(.0tsld9,III'4t M na Nthf.Wdtg neat tNl!D!-here -180083 tteRsdx;P>.i ts!(ot±Wn.Urdu WrA®fit IP-0 nl M pamn.11.4 insdGt hilaar rra"a d Sddrldactestitt4,s;+Givkl"IN na SKA."dna:N kr;retN;+Jnse Ir:l zSuslheirs;wob:iSts uldae+d sla i�sss Csdpu,im+:es:gs hpxn taalnss+:ssdsdxer,sde+s 4451 St.Lucie Blvd. oiseitt athsNe;ahtimlJ3!ted ]1h MnAl;tl tOruSls inaif!ah:lnss[lop Eii—Irs HCr dt hdb>;[rcua=.s.nlrtss5psfes ru;intr1lonfl bl.All R"ittiv.sntos Maas hlfIl. Fort Pierce,FL 34946 (oppighl02016A-1foolTrusses-Anthony L Tombs III,P.I.Reprododionofthisdounleal,in any form,isplohlisedxi:hour[be witlen permission from A-1 Roof Tresses-Anitonyl.TomSoiil,P.t. Job Truss Truss Type Qty Ply Std. Pac./6811 El A ; XCAS6811AM C17 Half Hip 1 1 A0119777 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020-s Aug 31 2016 Print:8.020 s Aug 31 2016 M;Tek Industries,Inc. Mon Dec 12 14:35:12 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-uOe3krH8m8K9fhOPrcwUKdq H_zBHGekQX5b?8Qy9hm -1-4-0, 3-2-0 5-9-5 9-6-8 14-0-8 19-3-15 23-7-8 25=7=8 , 1 4 0' 3-2-0 2-7-5 3-9-3 4-6-0 5-3-7 4-3-9 2=0-0 4.00 12 4x4= 3x8= 1.5x4 II" Dead Load Defl.=11/16 it 7 8 9 10 1.5x4 3x4 3x4 6 4 5 6 W3 ` 1.5x411.2 3W1 0 1 6 14 Iao Y 0 23 28 15 0- 18 17 26 3x4= 27 13 28 12 29 11 3x4= 2x4 11 3x3 11 4x4= 5x6= 5x6= 5x6= 6x8= 1-5141 3-2-0 9-6-8 14-0-8 19-3-15 23-7-8 1-5 4'1 6 4-8 4-6-0 5-3-7 4-3-9 Plate Offsets(X,Y)— [3:0-0-12,0-2-01,[7:0-2-0,0-2-81,[11:0-3-0,0-3-01,[14:0-2-0,0-3-0],[16:0-2-12,0-3-01,[18:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.57 15-16 >498 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0:95 15-16 >295 240 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(TL) 0.25 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:147 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* - T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2*Except* 4-15=-848/954,6-15=-418/617, B3,B4:2x4 SP No.3,B2:2x4 SP M 31 6-14=-107111035,12-14=-519/572, WEBS 2x4 SP No.3 8-14=-788/809,8-11=-1159/1012, OTHERS 2x4 SP No.3 3-18=-904/962,16-18=-1652/1625 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied, except end 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) verticals. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; BOT CHORD h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Rigid ceiling directly applied or 3-2-7 oc bracing. (envelope)and C-C Exterior(2)zone;cantilever left MiTek recommends that Stabilizers and required and right exposed;C-C for members and forces& cross bracing be installed during truss erection,in MWFRS for reactions shown;Lumber DOL=1.25 plate accordance with Stabilizer Installationguide-. grip DOL=1.25 2)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding. 11 = 1211/0-3-8 (min.0-1-8) 3)Plates checked for a plus or-minus 0 degree 2 = 1146/0-8-0 (min.0-1-8) rotation about its center. Max Horz 4)This truss has been designed for a 10.0 psf bottom 2 = 332(LC 8) chord live load nonconcurrent with any other live Max Uplift loads. 11 = -633(LC 9) 5)*This truss has been designed for a live load of 2 = -573(LC 8) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the 11 = 1211 LC 1 bottom chord'and any other members. 2 = 1146(LC 1) 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 633 lb uplift-at -FORCES. (lb) joint 11 and 573 lb uplift at joint 2. Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)This truss has been designed for a moving when shown. concentrated load of 200.01b live located at all mid TOP CHORD panels and at all panel points along the Bottom Chord, 2-3=-1801/1402,3-4=-3237/2802, nonconcurrent with any other live loads. 4-5=-2481/2046,5-6=-2460/2058, 6-7=-1498/1258,7-8=-1373/1253, 9-11=-295/365 LOAD CASE(S) BOT CHORD Standard 2-23=-1682/1648,18-23=-1682/1648, 18-24=-464/432,17-24=-464/432, 16-17=-100/284,3-25=-1212/1311, 16-25=-1212/1311,16-26=-3054/3102, 15-26=-3054/3102,15-27=2152/2300, 14-27=-2152/2300,12-29=-651/747, 11-29=-651/747 WEBS 4-15=-848/954,6-15=-418/617, a><�-n,t,t�,,,s<�,t,i,er x t aaerl�s>,s i sl(�r3 c(PaPI I(uu a(D�tmDtsrusroa,^Pc(a;saae��lnl•r�r,a(rt,ir PQ>on,,,�a„tat :,t�rT,�rD,;rtCrovirP�[DjuEtle leit�LLxit l9:Pi rdtrn:tA?d t,Srtce gelus ule,aise shlee a lke IDD,aIJ i Wld nrrems Pees 9dlktelMM1eIGDASt,trd. ,eLsss Dsstp rs#eer:l.e,sp-hl ltr.1 rased..k TDDntr,sunersPtvseerRe l,A4nlmlugundi,equsdi1lforb ie gs Oft sk�!Ts%s&Nddu[it lCD dr.m,;141.Be ln.eptsw pu-h uugnddius,inMd"! Anthony T.Tornbo III,P.E. adeu hr u dt.1— ylkiliti is litrsptelildr d er tuon,IL Mer'se4itshdysdalleWin;Dedper'WItndedsl lit lr(,Oe 111.1 At 1.2h k4uft.41111.ftes;PrnddReiDO ni svP hd(etdtielms,�l=iitPtsda}4irue,Ixmtldise st6lnuegsla7 Ee3ersgsts,5Glyd #80083 Ztezn y,eig,o!(mu.l9uttssne4fells ICU WIs.Prataes ofpitlindtit hulf";.si SddPt@a det;l6 rdi slSriflel Stflouth,m;dlupadi ln¢IP,I �esxt ttP,edasnwundDel.,tt otstit,,,Tros s 6p xuellre sGm aFay avn 4451 St.Lucie Blvd. ehsrn ise ldaN iP a(tsT.M ai'u9 tilt n mtiti I t D Pie s ind el.Ii:inss[eslp hit to X ICT"we Wfrg rx 9pn.a inu s I shs Fzf uur d mr i siHiy.111 mr!titt�ens to n Pdsai h IrFI. Copyriyh10101AA-1to01imsses-AnlhonPyLianuolll,P.f.ReptadudiaDDEtAisdOmmed,innnyfotm,isprahihhedxithanlshev,fitlenpermissinntromA-1Poofiressts-AmlanyT.Tam60116P.E. Fort Pierce,FL 34946 i Job Truss- Truss Type Qty Ply Std. Pac./6811ElA �. XCAS6811 AM G18 Half Hip- 1 1 .A0119778 Job Reference(optional) Al Roof Trusses,-Fort Pierce,FL 24946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:12 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-uOe3krH8m8K9fhOPrcwUKdg l6zAKGd3QX5b?8Qy9hm r1-4 q 3-2-0 , 7-0-1 12-2-0 ,14-0-8, 18-3-2 22-5 12 28-6-7 3%3-4 3$-118 1 4-0 3.2-0 3-10-0 5-1-15 1-10 8 4-2-10 4 2-10 6-0-11 6-8-13 -10-4 Dead Load Defl.=318 it 5x6= 2x4 II 3x4= 3x8.=3x6= 1.5x4 II 4x6= 4.00 12 5 6 7 8 g 10 5x6=11 12 1.5x4 I I o 4 W9 N o 3x6= A 3 1.5x4 11 3 W1 / o 4 38 N 3 6 30 229 31 32 22 33 020 34 19 35 18 17 36 16 37 15 2x4 !? 7x10 MT20HSI I 6x8= 4x8= 3x6= 3x8= 3x4 H 3x6= 3x4= 2x4 I I 3x6 11 36$0 3-2-0 7-0-1 , 12-2-0 14-0-8 18-3-2 22-5-12 , 28 6-7 , 35-3-4 a6-1-S, 3-2-0 3-10-0 5-1-15 1_10-8 4-2-10 4-2-10 6-0-11 6-8-13 -10 0-0-8 PlatelOffsets(X,Y)— [3:0-5-2,0-1-81,[11:0-3-0,0-2-121,[21:0-2-4,0-2-81,[23:Edge,0-3-81,[23:0-0-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.37 22-23 >738 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.54 22-23 >499 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.12 18 n/a n/a BCD 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:214 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP No2'Excepe BOT CHORD B2:2x4 SP M 30,B4:2x4 SP No.3 2-29=A 194/1108,29-30=-1194/1108, LOAD CASE(S) WEBS 2x4 SP No.3*Except* 24-30=-1194/1108,23-24=271/358, Standard I W12:2x4 SP No.2 3-31=-1016/1054,23-31=-1016/1054, OTHERS 2x4 SP No.3 23-32=-1559/1583,22-32=-1559/1583, BRA61NG- 22-33=-456/455,21-33=-456/455, TOP CHORD 19-35=-1691/1568,18-35=-1691/1568, Structural wood sheathing directly applied or 2-2-0 oc 17-18=-1691/1568,17-36=-1691/1568, purlin,'s, except end verticals. 16-36=-1691/1568,1 4-1 5=012 63 BOT CHORD WEBS Rigid,ceiling directly applied or4-4-14 oc bracing. 4-22=-468/646,5-21=-564/658, WEBS 19-21=389/615,7-21=-969/1033, 1 Row at midpt 8-16,5-22 7-19=-952/956,8-19=-1387/1546, MiTek recommends that Stabilizers and required 8-18=-2383/2212,8-16=-1365/1560, cross bracing be installed during truss erection,in 10-16=-460/539,11-16=-583/613, accordance with Stabilizer Installation guide. 5-22=-1343/1374,3-24=-619/706 REACTIONS. (lb/size) NOTES- 2 j = 775/0-8-0 (min.0-1-8) 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) 13 = 81/1-0-0 (min.0-1-8) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 18 I = 2504/0-3-8 (min.0-2-15) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Max Horz (envelope)and C-C Exterior(2)zone;cantilever left 2 1 = 264(LC 9) and right exposed;end vertical right exposed;C-C for Maxbplift members and forces&MWFRS for reactions shown; 2 _ -408(LC 8) Lumber DOL=1.25 plate grip DOL=125 13 = -66(LC 9) 2)Provide adequate drainage to prevent water 18 _ -1204(LC 8) ponding. Max�Grav 3)All plates are MT20 plates unless otherwise 2 = 775(LC 1) indicated. 13 246(LC 38) 4)Plates checked for a plus or minus 0 degree 18 I = 2504(LC 1) rotation about its center. 5)This truss has been designed for a 10.0 psf bottom FORCES. (lb) chord live load nonconcurrent with any other live Maxi Comp./Max.Ten.-All forces 250(lb)or less except loads. when shown. 6)'This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a 2-3 1-1183/898,34=-1688/1349, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4-5 -1725/1567,5-6=-278/213, bottom chord and any other members. 6-7 i-277/225,7-8=-689/688, 7)Provide mechanical connection(by others)of truss 8-9 i-537/522,9-10=-537/522, to bearing plate capable of withstanding 408 lb uplift at 10-1 1=-537/522 joint 2,66 lb uplift at joint 13 and 1204 lb uplift at joint B&CHORD 18• 2-2 9=-1 19411108,29-30=-1194/1108, 8)This truss has been designed for a moving 24-30=1194/1108,23-24=-271/358, concentrated load of 200.0111b live located at all mid 3-31=-1016/1054,23-31=-1016/1054, panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. He�gruvet)an}rtmY'ftlyt ltL{TrySAS{SFE�=r';.:190SEi8tFS 6leRU:t31n:Fii;t@,'rC!0'}SiC59ECS{F::!TMca.T:ag Eeyppecti•n udnsl uesce�t'.rns[:sigT Ge+�agnDDjul3e deekeTLTsaITt?;1.F.Iefi:ueS4s11dvss+;A Tdnsc'�aiu s7dii to�Fe l:6,uFr kilektweD:arCrs sk"ID rsed(u5elCCteL•rt.E!lsaL as Cni�FaTnruTee,Tsxcn Fegsa'gtae te•JuaT1C6,euese6rmavMsmdttr pu4ssirc2'taj m¢gn:gn: a{tnr�dE:slptt'k sa3lcTrsss dghfx2mkat-Da'y aivirW.Tm dKila s:wFZcs.'',sayncl:6ns,sMsk7d! Anthony T.Tombo 11I,P.E. pr edastdMsTrnshrmtr'dtg;516e,nrce �ereisWCra'v.tia6radsxai;ary':lnednitsrstgtvv::,GtteuculdfHeit;ra6rniM.sludis':agttdxwdfrN,TxterddlksTiDxs6eryA!E1ss+d#1Lns,ir.Fdtglr ,stzrgau'FTvsxudbsZugsLg5t5r+npssbiCird v80083 P FwLa1 Dn}raei&dsaa.Lm7ssla"a^nii:mlhtg roasnd{iinardCe 4Ca�tessn dSdmLfi+steeri s!!'rlmlfsll annh rsWtxSudreae. 41d snr:e rmvLLxrmid nzlMTrsCs�u,ir:nCb nsltms ku fec.r.zrss 44515t.Lucie Blvd. dirra~a dcaedtteGdrai edmlep¢tUr,Cie{trplralirs i+nhex T#e iros}Drsire Gguee fs sDrmttd�gttsytra,r erns SnkaFa;laendmedirn;.A:ugarkr:d krasaeudrtielG;f4i. Fort Pierce,FL 34946 (opyri0M'2016A4fool bosses-AnthonyUcm6oI11,P,F,feprededionofthisdatemeat,inoaylmm,isprobibiUb6tbeaithecrinenpermBslon Item A-lfooffesses-AntbosyLTombo11P.T. Job Truss Truss Type City Ply Std. Pac./6811 El A XCAS6811 AM C19 Half Hip 1 1 A0119779 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:13 2016 Page I D:rS2yUAsdrwV4V5ztDl W WpPzmH46-NCBRyB Im WSSOHrbbPKRjtgN UrMXt?76ZIIKZgty9hm r1 4 q 3-2-0 6-3-3 10-2-0 14-0-8 18-5 3 22-5 12 28-11 6 35-3 4 36-1,8 1 4-0 3-2-0 3-1-2 3-10-13 3-10 8 4-4-11 4-0-10 6-5-10 6-3-14 -10-4 4x60ead Load Defl.=5116 is 6x6%4.00 F12 2x4 II 3x4= 3x4= 3x8 MT20HS=3x8= 3x6 11' 5 6 7 8 g 10 11 12 3x4 to 4 SNl? o 1.Sxa II W1 1 Vy1J �o �. O 1 2 3 ~\\ 4013 4 N 1. 0 23 22 0 _...__..._.....-...---_4x6= 34 31 250 33 1 5x4 II 3x4= 35 20 36 19 37 18 17 38 16 39 15 2x4 1€ 6x8= 4x8= 1.5x4 1 4x6= 3x6= 3x6= 2x4 I I 3x6= 10x14 MT20HS= 5x6= 3x6= 36-0-0 3-2-0 6-3-3 10-2-0 14-0-8 18-5-3 22-5-12 28-11& 35-3-4 -1 3-2-0 3-1-2 3-10-13 3-10-8 4-4-71 4-0-10 6-5-10 6-3-14 -10 Plate Offsets(X,Y)— [3:0-4-14,0-1-81,[5:0-1-8,0-2-01,[18:0-3-0,0-3-01,[21:0-2-4,0-2-81,[24:Edge,0-3-81,[24:0-1-12,0-0-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.28 23-24 >951 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.44 23-24 >609 240 MT20HS 187/143- BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.14 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:207 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 8)This truss has been designed for a moving BOT CHORD 2x4 SP No.2*Except* BOT CHORD B2:2x4 SP M 30,B4:2x4 SP No.3, 2-30=-1203/1138,30-31=-1203/1138, concentrated load of 200. live located at all mid WEBS 2x4 SP No.3*Except* 25-31=-1203/1138,2425=-282/382, panels and at all panel points along the Bottom Chord, W13:2x4 SP No.2 3-32=-1297/1345,24-32=-1297/1345, nonconcurrent with any other live loads. OTHERS 2x4 SP No.3 24-33=-1823/1869,23-33=-1823/1869, BRACING- 23-34=-1823/1869,22-34=-1823/1869, LOAD CASE(S) TOP CHORD 22-35=-833/908,21-35=-833/908, Standard Structural wood sheathing directly applied or 3-3-12 oc 6-21=-319/369,19-37=-1742/1556, purlins, except end verticals. 18-37=-174211556,17-18=-315/320, BOT CHORD 17-38=-315/320,16-38=-315/320, Rigid ceiling directly applied or 4-3-14 oc bracing. 16-39=-315/320,15-39=-315/320, WEBS 11-14=-344/404 1 Row at midpt 10-18 WEBS MiTek recommends that Stabilizers and required 4-23=-208/458,4-22=-1056/1082, cross bracing be installed during truss erection,in 5-22=-295/475,5 21=-591/573, accordance with Stabilizer Installation auide. 19-21=-539/504,721=-1074/1184, 7-19=-917/897,8-19=-1368/1583, REACTIONS. (lb/size) 8-18=-1464/1378,10-18=-1666/1417, 2 = 816/0-8-0 (min.0-1-8) 10-16=0/329,10-15=-451/428, 13 = 147/1-0-0 (min.0-1-8) 3-25=-657/734 18 = 2397/0-3-8 (min.0-2-13) Max Horz NOTES- 2 = 215(LC 9) 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max Uplift Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; 2 = -432(LC 8) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 13 = -87(LC 9) (envelope)and C-C Exterior(2)zone;cantilever left 18 = -1147(LC 8) and right exposed;end vertical right exposed;C-C for_ Max Grav members and forces&MWFRS for reactions shown; 2 = 816(LC i) Lumber DOL=1.25 plate grip DOL=1.25 - 13 = 282(LC 40) 2)Provide adequate drainage to prevent water ( ) 18 = 2397 LC onding. P 1 3)All plates are MT20 plates unless otherwise FORCES. (lb) indicated. Max.Comp./Max.Ten.-All forces 250(lb)or less e�cept 4)Plates checked for a plus or minus 0 degree when shown. rotation about its center. TOP CHORD 5),This truss has been designed for a 10.0 psf bottom 2-3=-1254/960,3-4=1996/1641, - chord live load nonconcurrent with any other live 4-5=-989/818,5-6=-462/418, loads. 6-7=-456/415,7-8=-606/605, 6)*This truss has been designed for a live load of 8-9=-1617/1742,9-10=-1617/1742 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-30=-1203/1138,30-31=-1 203/1138, bottom chord and any other members. 25-31=-1203/1138,24-25=-282/382, 7)Provide mechanical connection(by others)of truss 3-32=-1297/1345,24-32=129711345, to bearing plate capable of withstanding 432 lb uplift at 24-33=-1823/1869,23-33=-1823/1869, joint 2,87 lb uplift at joint 13 and 1147 lb uplift at joint 18. �eiCEj ri53'.'aXty'Xj3+i!+{t3l S•l1@itT tr�1STS,'STI'. pafSiESt)6.$diQQQQ Q(SiFSTi1G�rQ!ft�S!A�1)i(((QTld(5T tH0.b'4 fa;ipome:tsfellsiof's!%'s7.0%1Si7gC.Ta1!§PD`jCGl3S StlF�fLTiPSi :r.F.1eT{py(tS9:y tn.pt}9(A9'it:l L4l:'�1#SI.?StMF�e PQ,l61( - Wid .d<trhs!tslsQTe nNkr7 r'oht!,etd.lssTtuQ�i,�fa39!n,u,fy:t TFq+x!r;til uetrexegi;Qrtu!aec.mn!nf�! drpt!e;! egze,upu:gaes iFphrSednigef:�sa,^t:Imtdern3ztimb GQWr,w!><ir'Fl:is+ffisy-!+urap^xc&c,. rul5aes,mrs5t; Anthony T.Tomho 111,P.E. a+lr;+ct!tisirns he urEe;dxQrs Qe!+sp!r��lrA4!Cns,A!Qrrdsnsinr':lrsluk+tr#gQss',rtr,bt'a nzertr?6etl(,4e 16Cnlrt+lealbaS;+T;Hadfl.l.lx spurildR+�Cni aTAsNr+rib:imt,Wl;lre�ss9ap,st•�asY7oreeudker�}sisg5etss:!srava:7d - #80083 ' I's Hi6'a,M.si;hu ddteaa tor.tUam!s sd ula!Flex! rnfiasWgsidi4etsetle L-:li+gtaaw!rt5dsh bfns�sop'k>Tro`;srlN'tlWSrtAut:eh,nW!u TYrd'silme.T?+Id�.a!snt:e±pssSrl_^+sml teTiesald!Tzu^ueti,�v.,"rau-vss:g,-ssTbev�lF,nr12a4ecae,rn'su - 4451 St,Lucie Blvd. rl!urr!aktlTrrGmztri nlry�.eurt:S�;krs;ryr�ssnhd.'Ie i�ss Q!si9r F+acerts r9i c>;r�eT G!sirer,a;ross$sE!aFa; dasTRHaT.li cpn?t!dfrasaen !io rri3. Fort Pierre,FL 34946 Ceppight02916A-IRodbusses-AathonyLlcmho111,P.E.Reptodutlionel isdetument!iaanyimm,ispmhibitedwilhoutlhesrritteepermhsiuntmrAlReal(mosses-AnthoayHombofll,P.t. Job Truss Truss Type city Ply Std. Pac./6811 El A XCAS6811AM C20 Half Hip 1 1 A0119780 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8:020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:14 2016 Page ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-rOlp9XJOHlaty?AnzlyyP2wfamtRkYUi_P46CJy9hm 14-0 3-2-0 5-26 8-2-0 14-4-7 17-11-4 22-5-12 28-10-8 35-3-4 -1�8 1-4'� 2-0-6 2-11-10 6-2-7 3-fi-13 4-6-9 64-12 14-12 10-4 i Dead Load Defl.=114 ii 4x6= 4.00 12 5x8 3x4 11 3x4= 4x4= 3x6= 3x8= 3x6 I I 3x4 i5� 5 fi 7 8 g 10 Will 12 _...._......, o 3x6 4 1.5x4 11 0 nl 2 x6— 41 0 1 4F 114 VA N of 33 2334 35 22 88 2x4 II 312625 32 1.5x4 II 3x4= 20 37 19 38 18 17 39 16 40 15 3x6—_ 2x4 II 6x8— 4x8— 3x6= 1,5x4 11 4x6= 5x6= 2x4 I I 3x8= 5x6= 5x6= 36-6-0 1-54 3-2-0 , 5-2-6 , 8-2-0 14-0$ , 17-11-4 22-5-12 28-10-8 , 35-3-4 1-8-12 2-0-6 2-11-10 5-10-8 3-10-12 4-6-9 6-4-12 6-4-12 -1 0-4-8 Plate Offsets(X Y)-- [3:0-5-12 0-1-8] [5:0-5-8 0-2=81 [18:0-3-0 0-3-0] [21:0-2-8 0-2-81 [24:0-2-12,0-2-12],[26:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 23-24 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.35 23-24 >776 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.11 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:196 lb FT=0% LUMBER- __ TOP CHORD 2x4.SP No.2 ' BOT CHORD 2x4 SP No.2*Except* BOT CHORD B3,B4:2x4 SP No.3,B2:2x4 SP M 30 2-31=-1250/1252,26-31=-1250/1252, LOAD CASE(S) WEBS 2x4 SP No.3*Except* 26-32=-428/443,25-32=-428/443, Standard I W14:2x4 SP No.2 24-25=-91/295,3-33=-795/929, OTHERS 2x4 SP No.3 24-33=-795/929,24-34=-2225/2364, BRACING- 23-34=-2225/2364,23-35=-2225/2364, TOP CHORD 22-35=-2225/2364,22-36=-1356/1534, Structural wood sheathing directly applied or 3-2-7 oc 21-36=-1356/1534,6-21=-390/453, - purlins, except end verticals. 19-38=-1640/1393,18-38=-1640/1393, BOT CHORD 11-14=380/439 Rigid ceiling directly applied or 4-1-11 oc bracing. WEBS WEBS 4-23=-287/468,4-22=-924/955, 1 Row at midpt 10-18 5-22=-251/487,5-21=-599/517, MiTek recommends that Stabilizers and required 7-21=-1093/1261,7-19=-879/832, cross bracing be installed during truss erection,in 8-19=-1470/1766,8-18=-1398/1296, accordance with Stabilizer Installation quide. 10-18=-1599/1293,10-16=0/332, 3-26=-746/764,24-26=-1152/1132 REACTIONS.All bearings 1-0-0 except at--length) 2=0-8-0,18=0-3-8. NOTES- (lb)-,Max Horz 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2=174(LC 8) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Max Uplift h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS All uplift 100 lb or less at joint(s) (envelope)and C-C Exterior(2)zone;cantilever left except 2=-467(LC 8),14=-297(LC 9), and right exposed;end vertical right exposed;C-C for 13=-141(LC 1),18=-1035(LC 8) members and forces&MWFRS for reactions shown; Max Grav Lumber DOL=1-.25 plate grip DOL=1.25 All reactions 250 lb or less at joint(s) 2)Provide adequate drainage to prevent water 113 except 2=880(LC 1),14=429(LC 1), ponding. 18=2192(LC 1) 3)Plates checked for a plus or minus 0 degree rotation about its center. FORCES. (lb) 4)This truss has been designed for a 10.0 psf bottom Maxi Comp./Max.Ten.-All forces 250(lb)or less except chord live load nonconcurrent with any other live when shown. loads. TOP,CHORD 5)*This truss has been designed for a live load of 2-3=-1373/1065,3-4=-2504/2135, 20.Opsf on the bottom chord in all areas where a 4-5=L 1621/1329,5-6=-1020/877, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6-7=-953/815,8-9=-1425/1640, bottom chord and any other members. 9-10=-1425/1640 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 467 lb uplift at 2-31I=-1250/1252,26-31=1250/1252, joint 2,297 lb uplift at joint 14,141 lb uplift at joint 13 26-32=428/443,25-32=-428/443, and 1035 lb uplift at joint 18. 24-25=-91/295,3-33=795/929, 7)This truss has been designed for a moving 24-33=-795/929,24-34=-2225/2364, concentrated load of 200.01b live located at all mid 23-34=-2225/2364,23-35=-2225/2364, panels and at all panel points along the Bottom Chord, 22-35=-222512364,22-36=-1356/1534, nonconcurrent with any other live loads. � 6e�epFlnst�tat Tsokuk!'k;ttGTIfUfSff{ffti]'�S:IB:EfOI'iSfC9IgT9e5:'riril�'FC!fY;A@:[9�?E[�VCpT'�a P�Ct[:�pimtcehrs nl:adphs et d;s inss G47tT:tm;;Tv91al5ete�LTtJt�:tEidu=.tteSieel ieu+tase.Cdns�xise s4n2telk tC,uf1 wrtrc mr;mns,fe6frtrterr rnft,d4lserrs6e�to-pna,:e,i�ufe; rsxcdt=a7fa¢:=.&®m,st c:Fdeslm �maa t ruretlid„esm�_In::eHrtteetTcote,as,t3u.t�l tee e� a�r,ex. mfm Anthony T.Tombo 111,P.E. W ss'dmsTwit. ddo 0.te,,Naes iewttd t;ed is Of Fftgiln cviotmOV0-lt(ce lri ed dt lemtim dzgssdtai(}41.tixw.ol e,Ct 6C trl er6d#endtft8ns, l�j 3mdp;,stxc�+W:rld,m Wt'e"sidlp w 80083 ke is ;ba t7mlCetrata.Atlro,tssdatuattsteufla;ttEktsmi{sr uudCe!•7ngievxetl fdtq cr:iszaetrgTmsi!><rB eeeAtlut:,h,nuli:;xud;dduie.f?iilfaas 5e;s•.wts�t=a mihb!sd5ttn:sCs4gr.,:nssLrspso�tvad rrxskrofe:xv,sdess 4451 St.Lucie Blvd. Bless`;axiire6dedtgteitptscvttrd;;stirs cube!Th lifts@ss;efe;i:ss<is[)Ttie tn4�;6tsyti;r`nssfrylr:EyA.mdsxld;:a;.klr+pfisE.t<dtnesoent/bti it�rll, Fort Pierce,FL 34946 [eppii;N 0 20E6 A-1 ifool lmsses-AnihonyMembo 19,1`1 6eprn6dion olthis dnmmeet,in sayfom,is piohfb;ied xitheetthearinon Fermission box Ad tod Tomes-Whonp L Tombo ilLPJ. Job Truss Truss Type Qty Ply Std. Pac./6811 El A :,- XCAS6811 AM C21G HALF HIP GIRDER 1 2 A0119781 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:18 2016 Page ID:cS2yUAsdrwV4V5ztD I W W pPzmH46-jA?K?vMvL-5JNcUYCt1 uau4J?ND4gN7lvl2JM4y9hm 1 4-q 1 8 14,3-2-0,4-8-0,6-2-0, 14-0 8 18-3-2 22-5 12 26-10-5 31-1-3 35-5-12 36 18 1-4-0'1-8-14 1-5-2 1 6-0 1-6-0 Al3-11 4 3-11 4 4-2-10 4-2-10 4 4-9 4-2-1.3 4-4-9 0-7-2 Dead Load Deg.=5116 ii 4.00 12 5x8= 1.5x4 11 4x6= 4x8- 3x6- 2x4 1. x4 11 5x6= 1 5 6 7 8 9 I I T 1 12 n m-'1.5x4 11 1 1nl1 jN`o En 2 B21' jA so 1 4 21 NN44 1W 0 2625 45 47 23 48 49 50 22 51 52 53 20 19 18 60 6 15_ 14 0 1Sx4 I I 3x8-_ 54 55 56 57 5859 17 61 63 64 65 13 - 10x10-_ . 1.5x4 11 3x8= 3x6= 2x4 I I 4x4= 3x6.= 2x4 8x12 10x10= 5x12= 1-8-14 r 1-5-4 3-2-0 4-8-0 6-2-0 10-1-4 , 14-0-11 1%3-2 22-5-12 2,W; 26-10-5 31-1-3 35-5-12 36 6 '1-5-4 1-5-2'1-6-0'1-0-0 t 3-11-4 3-11-4 4-2-10 4-2-10 0--12 4-2-13 4-2-13 4-4-9 0-3-10 Plate Offsets(X,Y)- [3:0-5-8,0-2-81r[4:0-5-8,0-2-81,[7:0-2-8,0-2-01,[12:0-2-8,0-2-121,[18:0-6-0,0-3-01,[21:0-5-12,0-5-0] [24:Edge 0-2-81,[24:0-1-12 0-0-0] [26:0-1-11 0-0-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 -Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.27 23-24 >997 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.47 23-24 >579 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.16 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:381 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2*Except* BOT CHORD 5)Plates checked for a plus or minus 0 degree B2:2x4 SP M 30,B4:2x4 SP No.3 2-44=-1155/2180,26-44=-1155/2180, rotation about its center. WEBS 2x4 SP No.3`Except* 26-45=-1248/2331,25-45=-1248/2331, 6)Concentrated loads from layout are not present in W10:2x8 SP No.2,W14:2x4 SP No.2 24-25=-604/1152,346=-1799/3419, Load Case(s):#101 1st Moving Load;#201 2nd OTHERS 2x4 SP No.3 24-46=-179913419,24-47=-2302/4350, Moving Load;#301 3rd Moving Load;#401 4th BRACING- 23-47=-2302/4350,23-48=-2347/4446, Moving Load;4501 5th Moving Load;#601 6th TOP CHORD 48-49=-2347/4446,49-50=-2347/4446, Moving Load;#701 7th Moving Load;#801 8th Structural-wood sheathing directly applied or4-10-10 oc 22-50=-2347/4446,22-51=-1 39312778, Moving Load;#901 9th Moving Load;#1001 10th purlins, except end verticals. 51-52=-1395/2783,52-53=-1394/2784, Moving Load;#1101 11th Moving Load;#1201 12th BOT CHORD 21-53=-1396/2790,6-21=-1073/685, Moving Load;#1301 13th Moving Load;#1401.14th Rigid ceiling directly applied or 6-0-0 oc bracing. 19-57=-898/496,57-58=-898/496, Moving Load;41501 15th Moving Load;#1601 16th 58-59=-898/496,18-59=-898/496, Moving Load;#1701 17th Moving Load;#1801 18th REACTIONS. (lb/size) 18-60=-1814/978,17-60=-1814/978, Moving Load;#1901 19th Moving Load;#2001 20th 2 = 1441/0-8-0 (min.0-1-8) 17-61=-1814/978,61-62=-1814/978, Moving Load;#2101 21st Moving Load;#2201 22nd 12 = 309/1-0-0 (min.0-1-8) 16-62=-1814/978,16-63=-1814/978, Moving Load;#2301 23rd Moving Load;42401-24th 18 = 4626/0-3-8 (min.0-2-12) 15-63=-1814/978 Moving Load;#2501 25th Moving Load;#2601 26th Max Horz WEBS Moving Load. 2 = 169(LC 4) 4-23=-500/1052,4-22=-362/345, 7)This truss has been designed for a 10.0 psf bottom Max Uplift 5-22=-438/329,6-22=-854/1581, chord live load nonconcurrent with any other live 2 = -788(LC 4) 19-21=-1 078/559,7-21=-1922/3715, loads. 12 = -120(LC 5) 7-19=-7/484,7-18=-4542/2245, 8) This truss has been designed for a live load of 18 = -2247(LC 4) 9-18=-622/471,10-18=-3475/1684, 20.Opsf on the bottom chord in all areas where a Max Grav 10-16=0/300,10-15=-970/1923, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1441(LC 1) 11-15=-597/469,3-26=-518/318, bottom chord and any other members. 12 = 309(LC 1) 3-25=-1605/859 9)Provide mechanical connection(by others)of truss 18 = 4626(LC 1) to bearing plate capable of withstanding 788 lb uplift at NOTES- joint 2,120 lb uplift at joint 12 and 2247 lb uplift at joint FORCES. (lb) 1)2-ply truss to be connected together with 12d 18' Max.Comp./Max.Ten.-All forces 250(lb)or less except (0.131"x3.25")nails as follows: 10)This truss has been designed for a moving when shown. Top chords connected as follows:2x4-1 row at 0-9-0 concentrated load of 200.01b live located at all mid TOP CHORD oc clinched. panels and at all panel points along the Bottom Chord, 2-3=-2392/1147,34=-4594/2372, Bottom chords connected as follows:2x4-1 row at nonconcurrent with any other live loads. 4-31=-4254/2188,31-32=-4254/2188, 0-9-0 oc clinched. 11)Gap between inside of top chord bearing and first 5-32=-4254/2188,5-33=-4254/2188, Webs connected as follows:2x4-1 row at 0-9-0 oc diagonal or vertical web shall not exceed 0.500in. 33-34=-4254/2188,6-34=-4254/2188, clinched,2x8-2 rows staggered at 0-9-0 oc clinched. 6-35=-2608/1318,35-36=-2608/1318, 2)All loads are considered equally applied to all plies, 7-36=-2608/1318,7-37=-2475/4903, except if noted as front(F)or back(B)face in the 8-37=-2475/4903,8-38=-2475/4903, LOAD CASE(S)section.Ply to ply connections have 9-38=-2475/4903,9-39=-2475/4903, been provided to distribute only loads noted as(F)or 39410=-2475/4903,10-40=-247514903 (B),unless otherwise indicated. BOT CHORD 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2-44=1155/2180,26-44=-1155/2180, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; 2645=-1248/2331,2 5-45=-1 24812331, h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 24-25=-604/1152,3-46=-1799/3419, (envelope);cantilever left and right exposed;Lumber 2446=-1799/3419,24-47=-2302/4350, DOL=1.25 plate grip DOL=1.25 Continued on paqe 2 4)Provide adequate drainage to prevent water Wefeeyfitese�n;7rzdez tit'A;t64E rIpSSES;SEtiEYf.;EvO;l lOk;e[Ontt!f1�StAC4'dUfF1LC10�46t?EIt'hEe Tzr01(e•.i,�p.aralenaadt:ad eaM tntSis?rest:s'tTs kae;sS llCpjrlwe dt"„�-rT,itzka l=,f.F.idtrsuSS:et ie'wz ace,9eitss eR.arrJe:isrti Ea Ms i7C,said IG(ztmrez3rsdCzisla€Ibe zsttka?saii@dz ae0a.kai�;s Cz?f�Ezgs!u to S ugFeix�C.es:.lau}t;Csxgr:ens®sxeddass x'tlt pdzss+c m�oflirl rt.ds; 74 fxr3ekn;s tSFs.igletrsss d>NaxoaRz F,Cw'y,Nzr iETl.iazlti�s:msd5aes,kz3-y'arltoes,;eaxkL;; Anthony T.7omho I11,P.E. SvdSESfZSi 5iP fd�Ld'^,!ftSfat.l::htfLtCrtx.FsO.s(ssE .HrtztttM[del'rt x,pAtfmsse{ id(fieid(rsil{Ekai3fl ntemildFl.lealptesddksl.Cadzyfi!Il4ittdltT155,Ai3ffiFu�;,k f. Y.I eep�dtCJ pj4 tt( ilfl:;dy' 80083 O O'Niiacdpu;umumd tlt e1etixrgetrlut dransese,d etsaaHrETaiaec wems�n� aie(1)d :54s,tnctdsd(ao,taEact�Trrdda:�E.rida„ rt, ai:,cmdd t�:rnsc¢Er�:,'nd=Ec ;;r �drr sum c c „r 4451 St,LucieBlvd. tl;t ;ta 3�'a±l ETa4a5r9 aPzta ry:si ratFlTelyaS.s is elyd.Tta irsss 0esi(a Eristc icd;0.trJa;Onii d,v`tan iT4za(.dctr-dc!Mllirg.:.l eapfiftzdU°asnead!t✓-S6TF3, (oppighl-S201bA•1Pollhusses•AnihooyT.Iamb III,P.E 6epradursio.aoftisdatument,i%any fwmispm6ibiled Withal The writtenpetmission ham kIleaffrasses-Anthony LromloIff.P.E. Fort Piei(;e,FL 34946 Job Truss Truss Type Qry Ply Std. Pac./681-1 El A XCAS6811AM C21G HALF HIP GIRDER 1 A0119781 Job Referen -(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s.4ug 312016 MiTek Industries,Inc. Mon Dec 12.14:35:18 2016 Page ID:cS2yUAsdrwV4V5ztDIV4WpPzmH46-jA?K?vMvL_5J NcUYCtl uau4J?ND4gN71vl2JM4y9hm NOTES- I 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5 Ib down and 28 Ib up at 6-2-0,99 Ib down and 129 Ib up at 7-0-12;99 Ib down and 129 Ib up at 9-0-12,99 Ib down and 129 Ib up at 11-0-12,99 Ib down and 129 Ib up at 13-0-12,119 Ib down and 167 Ib up at 15-0-12,119 Ib down and 167 Ib up at 17-0-12,119 Ib down and 167 Ib up at 19-0-12,119 Ib down and 167 Ib up at 21-0-12, 119 Ib down and 167 Ib up at 23-0-12,119 Ib down and 167 Ib up at 25-0-12;119 Ib down and 167 Ib up at 27-0-12,119 Ib down and 167 Ib up at 29-0-12,119 Ib down and 167 Ib up at 31-0-12,and 119 Ib down and 167 Ib'up at 33-0-12,and 128 Ib down and 170 Ib up at 34-8-12 on top chord,and 386 Ib down and 255 Ib up at 6-2-0,1106 Ib down and 54 Ib up at 7-0-12,106 Ib down and 54 Ib up at 9-0-12,106 Ib down and 54 Ib up at w 11-0-1;2,106 Ib down and 54 Ib up at 13-0-12,74 Ib down at 15-0-12,74 Ito down at 17-0-12,74 Ib down at 19-042,74 Ib down at 21-0-12,74 Ib down at 23-0-12, 74 Ib down at 25-0-12,74 Ib down at 27-0-12,74 lb down at 29-0-12,74 Ib down at 31-0-12,and 74 Ib down at 33-0-12,and 79 Ib down at 34-8-12 on bottom chord: The design/selection of such connection devii(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25, Plate Increase=125 Uniform Loads(plf) Vert:1-4=-70,4-12=-70,25-28=-20,21-24=-20, 13-20=-20 Concentrated Loads(lb) Vert:23=-386(F)16=-55(F)10=-119(F)11=-119(F) 15 L55(F)31=-90(F)32=-90(F)33=-90(F)34=-90(F) 35 -119(F)36=-119(F)37=-119(F)38=-119(F) 39.119(F)40=-119(F)41=-119(F)42=-119(F) 43=-128(F)48=-106(F)50=-106(F)51=-106(F) 53L-106(F)54=-55(F)56=55(F)57=-55(F)59=-55(F) 60 -55(F)62=-55(F)63=-55(F)64=-55(F)65=-58(F) i I i I I i YQ'Flt-11tet M1fllt�(IGItY M1t wl(l�Cili*SIES('SHCF['}Efl]ISICUISECM1s!'111CB5NS[ny('rftfl}f;)OtCM1:Y�/FEMr ItFa 1'rdtdtsfa lFtmthrsaduaisv2suCusTms:Ft'gF7FsviEs�[dfscd@e lnteETLlFxie flP.0 telnu:e$6s9D?rtterz 9dnseWFFvise suldnlh CCD,aF!t kilek uemin r`.ret 53dlkxlMM1elCObkn61 kstinst eesip[eaaFr lr,T�dtM EtpFeextx sed tF uriDDnirtuts Facae7lnrrdM1e lFd<nludeFpFeeuFI FFFiFFsad:ryfirFta defpdP.e 4F�elmsfeptktn MlDDtdt,Fdn 171-I.ike hsipnuafliF:s;IEctslutdd"utt,uutkdur Anthony T.Tom+so III,P.E. wl Fudldirsssia FgEFiIly is M1e rsyFF:d;ldrdtit orFu,IEOnti toz'x:L•tdF;.daM1tkiL•'mi CFsigx,Wda uFlnt tllien[.tleS:aiMl+tckelAeg ufe rsdl%I.@eepprtFddtlelUg nl FFtlieldese dfaeGns,ial.lnglmd4ai,t'eu[!,IFshlletm aAGeerg tsFAkM1e rrfasu'Jhaf ,T 80083 eess:d:�;t£,-eF ud(tp2utx.;.7 FdFs ut e9¢Rt INWnF paOuts wi 9titdatt F(6rshllut(fxFasdSdJr lCarsmu(lGslSic;InFW pCAmdSKleu uMaudhrquadttilFxte.mIk4es M1Fteslc.orlbtsW iR:<sdF'�rmsotnne,rresstcp'sliuudlFtss lt;7duhxrt„atts 4451 5t.Lucie Blvd. 6'fJ'JOit!{t1VN6r0(IFI!MSj'Etd6'tiFWpnflFI CYFR(Fffiti ltidE!/.iFtlussCsup W3utuls kC19:4d1ia3[mslgne et Tnts Skin Esivutdtat 6dld"a3.dII FOYoitedk�FFntet d=.Ia:11a R41. Fort Pierce,FL 34946 Coppig6t6321116A-1 tool Trusses-Aotbonpl.lomho111,P.(.keprofidion olthis domment,in coy form,is prohibited without the witten permission from A-1 Roof Trusses-Anthony I lombo III,P.l. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM C22 P,00f Special= 1 1 A0119782 Job Reference foptional Al Roof Trusses,Fort Pierce,FL 34946-design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:35:18 2016 Page ID:cS2yUAsdrwV4V5ztDIWWpPzmH46 jA?K?vMvL—SJNcUYCtluau4JKNHzgKzlvl2JM4y9hm 3-11-4 9-4-12- 13-5-8 17-8-12 22-3-8 l 4 0 3-11-4 5-5-8 4-0-12 4-3-4 4-6-12 Dead Load Defl-=3/8 it 4x6= 4.00 F12 4 4x4= 1.5x4 11 4x6= 1.5x4�� 5 7 3 n - v c4 1.5x4 II 2 N c Fn - 1 0 i 15 10 16 9 17 3x4= 8 4x4= 5x12= 5x6= 5-5-0 , 13-5-8 22-3-8 5-5-0 8-0-8 8-10-0 Plate Offsets(X,Y)— [5:0-1-12,0-2-41,[8:0-3-0,0-3-01,[9:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.30 9-10 >892 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.67 9-10 >396 240 BCLL 0.0 Rep Stress lncr YES WB 0.91 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:108 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M 30 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat 11;Exp C;Encl.,GCpi=0:18;MWFRS OTHERS 2x4 SP No.3 BRACING- (envelope)and C-C Exterior(2)zone;cantilever left TOP CHORD and right exposed;C-C for members and forces& Structural wood sheathing directly applied or 2-2-0 oc MWFRS for reactions shown;Lumber DOL=125 plate puriins, except end verticals. grip DOL=125 BOT CHORD 3)Provide adequate drainage_to prevent water Rigid ceiling directly applied or 4-11-3 oc bracing. ponding. 4)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be-installed during truss erection,in 5)This truss has-been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6) This truss has been designed for a live load of 8 = 994/0-3-8 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 2 = 109310-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 173(LC 8) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 435 lb uplift at 8 = -435(LC 9) joint 8 and 500 Ib uplift at.joint 2. 2 = -500(LC 8) 8)This truss-has been designed for a moving Max Grav concentrated load of 200.01b live located at all mid 8 = 994(LC 1) panels and at all panel points along the Bottom Chord, 2 = 1093(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(Ib)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-2347/2015,3-4=2129/1802, 4-5=-3132/2639,5-6=-2614/2132 BOT CHORD 2-15=2009/2175,10-15=-2009/2175, 10-16=-1416/1610,9-16=-1416/1610, 9-17=-1574/1795,8-17=-1574/1795 WEBS . 3-10=-316/472,4-10=-318/581, 4-9=-1265/1649,5-9=-1262/1173, 6-9=-632/927,6-8=-1906/1700 NOTES- 1)Unbalanced roof live loads have been considered for this design. KSEIlE-II!!!f dolt;ltrllNlY Tie'bI iogF TIM3 r5fl a EE131111tosE1gRMIlfifsrgSl091"r4F'Ee'}S7mRAEdN!Ftlr Itm.rrdr tesiy�;trmttnsatd:Ea1 ae!ts of ftisimsEe�ga DrE»ryQUDt EfE fteltlEtFT LTEs'ale;P.E IEltfmte SSEEt !man_REInsEMEFrise shke Ee iEe NU,ael; 4tTekmtEenEr;set Ytll Se tt!/laRe lrifuh.atil.k;Eints D±tgt[tacesiu..5)EaR;Fryueea6esalwtn iDD:e;r!sEmamryltreE7CepEkltitnlfttlFie¢;fe:�ue i.ryev�e Efsy4ra s:E�nTmstepmEts ne tDD Etn„ttia rn.tre dEtyt nsFa�t,taegttttmtts,Imda.ry Anthony T.Tombo 111,P.E. atEtY It Bif TfKi fO.'R!{FHLIF;I!MFtti;lEild17rd11t QYiN,�tlneisafxnudeg aBt kilnF;DennFr,ie FM ottuttl Hf lt(,rit aiflelEmf 6oJdtgtne adl"I.QeE;p 380083 ' Me W4s;iY'.."t(to'dir.I�FNEftHIA6REIDGRenitFSiHSt09I;t1ItI11ttirrttlNllOETES;aCtISl1:I;IGEIift1EER��i;EeI1fF&1�trIt9EJ(laetElRELtAIt{;ttE1EI '.;TIt.R:I2ESCtlbetft;LlSi�IlYE1Q1EAi 1ILSI:tIfDlflhtff,Tltft:EigAynttEt�l�t;tu,a:Irtrta,�:es 44515t.Lucie Blvd. eSemuEe6M eyartdai a;!Eeda;vEhmtiE;F;tD;pSrsietdE.l.Tt!Tro;s Cnsip 6;ow[t ACfti?bdSry Pesigef.aTrttsSyz#a rryueadayizlla;.111 tyn5nlzotoen LtaElnnu. Fort Pierce,FL 34946 (oppigbtOlg16A-I too]Trusses-AothearT.Tonho111,P.I.Repioduition ofthis document,in any(aim,is prohibited without the written permission from A-1 Roof Tresses-AntEany T.1ombo III,P.I. Job ^ Truss Truss-Type Qty Ply Std. Pac./6811 El A XCAS6811AM C23 Roof Special 2 1 A0119783 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:19 2016 Page ID:cS2yUAsd rwV4V5ztDl W WpPzmH46-BMZiCENX61 DA?m3lmaY765dUgncuPoES8hntuXy9hrr 1 4-0 3-11-4 9-4-12 13-81 11 -9 22-3-8 1 4 0 3-11-4 5-5-8 4-3 4 3-10-9 4-8-15 Dead Load Defl.=7116 it 4x6= r 4 4.00[12 4x6= 2.50 12 - 1.Sx4 Q 5 3 1.5x4 6 1.5x4 II 2 7 1 Eq ` 17 9 18 8 19 ' 20 M 4x4= 3x4= 6x8= 3x6= I I 5-5-0 13-8-0 22-3-8 5-5-0 8-3-0 8-7-8 Plate Offsets(X Y)— [8:0-2-8 0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.32 8-9 >846 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.74 8-9 >360 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:98 lb FT=0% I LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- T3:2x4 SP M 30 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP M 30 for this design. WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; BRACING- h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS TOP CHORD (envelope)and C-C Exterior(2)zone;cantilever left Structural wood sheathing directly applied or 2-2-0 oc and right exposed;C-C for members and forces 8{ puriins. MWFRS for reactions shown;Lumber DOL=1.25 plate BOT CHORD grip DOL=1.25 Rigid'ceiling directly applied or 4-2-7 oc bracing. 3)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 4)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5)*This truss has been designed for a live load of 7 = 1005/0-3-8 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 2 j = 1095/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 I = 93(LC 8) 6)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 434 lb uplift at 7 -434(LC 9) joint 7 and 511 lb uplift at joint 2. 2 -511(LC 8) 7)This truss has been designed for a moving Max Grav concentrated load of 200.01b live located at all mid 7 1 = 1005(LC 1) panels and at all panel points along the Bottom Chord, 2 = 1095(LC-1)' nonconcurrent with any other live loads. FORCES.-(Ib) Max,Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOR CHORD 2-3=-235612079,3-4=-2139/1867, 4-5=-3152/2828,5-6=-2914/2490, 6-7-2 3372/3027 BOTICHORD 2-17i-1885/2184,9-17=-1885/2184, 9-18�-1296/1613,8-18=-1296/1613, 8-19 -2893/3266,7-19=-2893/3266, 7-20=-1391/1675 WEBS 3-9 -315/469,4-9=-314/589, 4-8 i-1406/1652,5-8=696/769, 6-8 -480/611 i aar i-naeAaa !:,i:.e:z-itaerTt's (utt[€}UVIII Im AC-Athos uimui^rary; Is THIde,r{ !{fill TwaspN"bip[r).ditebltgUhl.u:rlydaq;eb Wle%!{fir essldl9ea?I lnrtelCital?nlil Is Orm Dimslgia?r1e..5-17hpee;llesal s,sly asia!R:I:h,M N isnT of se ktss6pf'.6,IDDdr.nt?r IN.Re i"as{ern"O'dq ndR u,.Iddp Anthony T.Tombo 111,P.E. tilt iL d'lkTlpS!SO'MrN1tIEs!SIiF?:Sr10!It�Id(IS htDtt!!,1%+l lTii itii.A'YNh�CS?alrflt hDAfS DISIRN,W!¢!ULtal ti ltt�rt.f5l�ri!!tB!I?Pf tPt�l�Ut!fJ'�T?ii.tCYfr�!IIOI IrIhT¢DI?tl!ih?(g eSl ti l3C l„S!61/1519Rtt DCS'G{!11fi{D[II{p{[Qhf04¢S}ID Dt'S!(ar6ASI1D.hEr i80083 rtDrs.3D,�,sera.�w.t7aTas�enmuemowmpmavopm;a,rrxr�:winsyeMsdryem�a;[a)ra�asrrnatsaamdnne�ianrt�aaatra ,x!!rmnxnaamta<:nrxr,!sD{vi{e,,Tmz.<g,hindrasca,tvameas 4451 St.Lucie Blvd. a+W!ni�Ceh!ed,hpaCalnilap,r!>rai{m6{itr{D ipoa ]is Tres,rkLl hf..I,Kali,I-Isiq.GY51pma ImsSiSh3hii—der IN�¢dj-dII Op9IiP�:tC1f 11?at?t9?thTtFl Fort Pierce,FL 34946 (oppighttsD2016A-1Poothusses-AdhonyLTomb III,P.E Reprobtrion of this dDsvinart,in any form,is pidibiled nithoul the wfhttn pasnissian from AA IsaliTtosses-Anthony 1.lombo Job Truss Truss Type Qty Ply Std. Pac./6811 Ei-A XCAS6811AM C24 Roof Special 6 1 A0119784 11 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print--8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:35:19 2016 Page ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-BMZiCENX6IDA?m31maY765dUgnc2PoCS8hntuXy9hrr 1 4 3-11 4 9-4-12 13-8-0 17-6-9_ 22-8-0 24-0-0, 1-4-0 3-11-4 5-5-8 4-3 4 3-10-9- 5-1-7 1�-0 Dead Load Deft.=7/16 it 4x6= 4.00 12 4 4x6= 2.50 12 1.5x4 5 3 1.5x4- - 6 1.Sx4II 2 7 1.Sx4II f 1Mt 8 o Ian 1s to zo 9 21 22 4x4= 3x4= 6x8= 3x6= 5 5-0 13-8-0 22-8-0 5-5-0 8-3-0 9-0-0 Plate Offsets(X,Y)— [9:0-2-8,0-3-4] LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.32 9-10 >838 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.75 9-10 >362 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:103 lb FT=0% LUMBER- TOP CHORD 2x4-SP No.2*Except* NOTES- T3:2x4 SP M 30 1)Unbalanced roof live loads have been considered BOT CHORD 2x4.SP M 30 for this design. WEBS 2x4 SP No.3 2)Wind:ASCE 7=10;Vult=170mph(3-second gust) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; BRACING- h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS TOP CHORD (envelope)and C-C Exterior(2)zone;cantilever left Structural wood sheathing directly applied or 2-2-0 oc and right exposed;C-C for members and forces 8r BOT CHORD pT MWFRS for reactions shown;Lumber DOL=1.25 plate Rigid ceiling directly applied or 4-2-12 oc bracing. grip DOL=1.253)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 4)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation uidl chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5) This truss has been designed for a live load of 2 = 1095/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 7 = 1132/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 84(LC 16) 6)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 512 lb uplift at 2 = -512(LC 8) joint 2 and 559 lb uplift at joint 7. 7 = -559(LC 9) 7)This truss has been designed for a moving Max Grav concentrated load of 200.01b live located at all mid 2 = 1095(LC 1) panels and at all panel points along the Bottom Chord, 7 = 1132(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Camp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-2356/2078,3-4=-2139/1866, 4-5=-3152/2823,5-6=-2914/2485, 6-7=-3375/3031 BOT CHORD 2-1 9=-1 833/2184,10-19=-1833/2184, 10-20=-1256/1613,9-20=-1256/1613, 9-21=-2867/3269,7-21=-2867/3269, 7-22=-1812/2245 WEBS 3-10=-315/469,4-10=-315/590, 4-9=-1410/1652,5-9=-696/768, 6-9=-481/622 Wv&q-Iks,uo, 1JT,!0t.I I-I tDentusvrs0ruay 6tu311 laws a(0011Cas mStD.4now,amrommBl'hom r!!q arslr!I—dirrsear,rrres!rt rrtvtrrestNfp Nugr[0e}!s4ner!0!rrr.Tt�s.ra:rrrd!,gasa!n�r:!.:e ua!!t!ue„I:,nelri,!ue mo,ielr WTei!suxm,jresvill&n!rhr M1elCDni!n6l NeTntt O!site fe?u!r;Le,Spneln rybteal"asMnuelDD:gr!trmcmepn;<rf6e rrthsurnle!{�etrssrerNGrytrrGliexgadPs callaimst<peerner TGDedr.nlnt?tl.ire aesg,rsuarens,Irraq nurturs,snrtldq Anthony T.Tombo III,P.E. ®It!SrItBtS TIDStrY tlrriillFr lS dF r!SrlrntlDry dtalO'/¢1,M DRU irdHI4Wrrd pfll T{iltnrD<SiirY,41'A GEI:strl lir l[I.fi!u(Or Dr lydlteJF QU{r trAl�:-I.Tlerj�trl�Fr De TDD 6reETritlt eSr tl lk e(RS,d'61RttIli�'0#Qke{SItilrllrl'JI RAIIrUFf S3lBtelSrfrlj2ffiil:1J{( i 80083 ' ext:dyDrt ¢9(mPeWr.tD!r;t!toAmneteDatny!mns�otrl{dhnrtsrtrnrtrrtselrmm tr{tcnpws!�arTnatsrcaur,dnrc,dlalrrr,drra.main!rnr� !innasanasmlermseeu:r,rrnszrs5r,eatresuednnrcn,sc:ss 4451 St.Lucie Blvd. dr.'1rd'NgFr2(NECI9tfrCJgMu"mI li¢3r!fYrti[r4h!1. iD M"WV—svruMA bull. Fort Pierce,FL 34946 (opyrigh102016Ad tool Trusses-Anthony I.Tombs;III,P.E.Reprodu6innof this document iouny form,is prohibited xilhoot the snitlen permission from A-IRoofiresses-Anthony HomhoIll,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS;6811AM CJ1 Corner Jack 10 1 A0119785 i Job Reference(optional) Al Rodf Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:35:20 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-fY74QaO9tbL1 dwdxJl3MfJAp7B6083gbMLXQQzy9hrr -1-4-0 0-11-11 1-4-0 0-11-11 i 4.00 12 3 t 2 4. en 1.5x4 II T1 0 0 1 B1 d Q° 4 Q° 3x4= i 0-11-11 , r 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDLi 10.0 Code FBC2014/TP12007 Matrix-MP Weight:7 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearing plate capable of withstanding 5 lb uplift at BRACING- joint 3,198 lb uplift at joint 2 and 18 lb uplift at joint 4. TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. LOAD CASE(S) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,-in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 3 = -3/Mechanical 2 = 20110-8-0 (min.0-1-8) 4 = -18/Mechanical Max Horz 2 1 = 61(LC 8) Max Uplift 3 I = -5(LC 13) 2 -198(LC 8) 4 -18(LC 1) Max Grav 3 — 14(LC 8) 2 —= 201(LC 1) 4 i = 35(LC 8) FORCES. (lb) Maxi Camp./Max.Ten.-All forces 250(lb)or less except wherlt shown. i NOTES- 1)Wind:-ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right!exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=125 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I Scee{-rltEr dnns^dyrnin fie'A-It[[iilGSS3rir(tFi'}EFrIiS([rYSE(9dIIQ3S(G<.199('tBti".7NCS3CL7C Iim re�d(!e!i;E rErmEtnsnd rzalm!ssatvsrmsL4sjp".rmayPf�ia�beleM1ray L7ESSt rJ;Pilelan:e�.hrcek`rtwt 9elnsEt4nvise midnee IDD,rly VffA Mud.Fms AM tend1.lkTeob It".4i Is,T(efEOnty rE rrt?tj1.t,5pemhJ r�iEtejfssnlXeuTllDfe)nfnbmmepEn;edGlpE!e:iitileEpuafry lfrnnliNt.,fn lu itupAhsn;Ia ssfeddnhe(23E1,Wni?I-r. Anthony T.Tornbo III,P.E. a0ndbisT.sf—ykilks lsBsrssynnslldt ally Mu,ttl OxausoAfatedeys!IVofhiliq Drunn,I,1E(..41 be RG be lri nt6e Wtdigoft WIPI-I.Beq}rndJkeTOe oad ne lield eu d tie Tess,iaitngt.*q:m:ete,Iamlldin EMt-9 sla0 ke;azefuau53lycd 180083 &rAns!z7b+n!(ae±ntsr.t7 rNEs sdeAm4e ICDaxl ne pxtiietal sdtdin,Etheln;taefExsrzdSd9s'a'n¢c9fE;T6lisEtTittM al In nl5t(A ettnlnzalhrsneNs+Aa21r�-I ASnsbesrsseaCYitiesWdAi dEatmtDNsrn,irns:rsga 6srsen s9LEsskmdaUcrenEa:rss a"rvoiu f!hM afaEtrEd re! �iE srNu sy r0 escrat!!1.Tir Tn;s lku ouenhrGiSab tksl r.ninlsS 3 unr tt rotdu Alln :W'1..$—dAmih MI. 4rt Pier ,FL 494 A�! �' Fort Pierce,FL 34946 Copyright-D2016A-I Roof Trusses-Anthony T.Tamho III,U Reproilurtion of this domment,in ony form,is piobibired without the wthin permission from A-I Roof Tresses-Anthony T.Tombo111,R.f. Job Truss Truss Type Qty Ply Std. Fac_/6811 EI A XCAS6811AM CJ3 Corner Jack 7 1 A0119786 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 3i2016 MiTek Industries,Inc. Mon Dec 12 14:35r20 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-fY74QaO9tbL1 dwdxJl3MfJAp7B6U8SgbMLXQQzy9hrr 1 4-0 2-11-11 1-4-0 2-11-11 3 4.00 F12 T1 2 1.5x4 11 1 B1 4 4 2x4= 2-11-11 2-11-11 LOADING.(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 66 Ib uplift at OTHERS 2x4 SP No.3 BRACING- joint 3 and 181 lb uplift at joint 2. TOP CHORD Structural woad sheathing directly applied or 2-11-11 oc LOAD CASE(S) purlins. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and require7in cross bracing be installed during-truss erection, accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 79/Mechanical 2 = 246/0-8-0 (min.0-1-8) 4 = 30/Mechanical Max Horz 2 = 101(LC 8) Max Uplift 3 = -66(LC 12) 2 = -181(LC 8) Max Grav 3 = 79(LC 1) 2 = 246(LC 1) 4 = 52(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. Sssieq-Flte!u¢entr(drreriuv t3e':18OOrlZl!SLi(itllEA}OFptltt YIDS E(Dk?i11[tS(DSI441'tD(Et^t7Oi0R!i''EMfli'rlm.t'ntt le!igl rmonersae!ttalwr:s!t Ivs trns3s4gs'A'evias(IUL}ee9¢tAuhq I.tesie I7;PE rduq:e56 l:!ne a!e 9eltuaini ise stild tl lle Top, If It%an wragsanDI,nilInOtItOl.ImId.tSIRs3DSlrtrtafR::{IG,Sr:mltfRpetursxsnlattrIDDtgteuetsutnym;edtrplklshetlttprsuiquspt!Ili4h,4t¢augaiYas�cpeisstrpm(n¢etcDny.Itsetml.Tl<aesq,ag'Iftn' ing nints,!tu-aa-t Anthony T.Tornbo 111,P.E. Iduedtiisrrnsiruylttett;Is AtusrusitOdtddt Onu,b Onu'son;LA alit w¢tIdal Otan",hN until dnt fflit Ir all¢IhnibIdsg othudtltl.Requndd¢ttOD asut Dtlr se'fr.T."edteu;t>adteg>t:o!,itmllerre tribtotg Od k.he Jvusflyd 780083 tL^Itad}Cesgu¢9(u9ulx.lint-9eA m¢,Ito itin,F liusme gti(tlun aft bilrut(vrp.nol Sd9;wnneu;l QFgiaji yin.1St(i at ldutrtd for nIjwrem M-1 L-toes lb—ftusNzi!iuud".I,dl:ermssDesletu,Tmu2trpf.stxurdtusstdmdutm,,Wss 4451 St.Lucie Blvd. /5uelu(ettdhntne�ta;urf ti,turrinr,trlD ram Nstr!A ite lost Getipiguuhh'GTd!b7As;CeO�tr,urnss Slshatqurudag itiY¢g.Ul uymliteinos ones ta.,e(it Rt1. Fort Pierce,FL 34946 foppighl t(D 2DI6Ad toolTrusses-Anthony L Tombo III,P.f._Reptoducian of this dommerl,in any form,is ptohib fed without the miOen permission from U Roof Trusses-Anthony L Tombo Ill,P.E. 1 Job Truss Truss Type Qty Ply Std. Pac./6811 EI A 1AM CJ3A Corner Jack 1 1 A0119787 XCAS681 � Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:21 2016 Page I D:cS2yUAsdrwV4V5ztD IW WpPzmH46-8lgSdwOnevTuE4C7t?abB Wi?ibPCtvwkb?GyPy9hm 2-11 11 2-11-11 I 4.00 12 2 i I I T1 1 o sat e� B1 s 3 2x4= 2-11-11 2-11-11 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 1 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 3-6 >999 360 MT20 244/190 TCDL 15.0' Lumber DOL 1.25 BC 0.22 Vert(TL) -0.01 3-6 >999 240 BCLLI 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCD I1 10.0 Cade FBC2014/TPI2007 Matrix-MP Weight:9 lb FT=0% LUMBER- TOP CHORD 2x4 SO No2 6)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 7)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 47 lb uplift at TOP CHORD joint 1,72 lb uplift at joint 2 and 4 lb uplift at joint 3. Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD LOAD CASE(S) Rigidlceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 131/Mechanical 2 = 90/Mechanical 3 = 41/Mechanical Max Horz 1 = 60(LC 8) Max Uplift 1 � _ -47(LC 8) 2 ; _ -72(LC 8) 3 = -4(LC 8) Max'Grav 1 = 131(LC 1) 2 I = 90(LC 1) 3 = 56(LC 3) FORCES. (lb) Max!Comp./Max.Ten.-All forces 250(lb)or less except when shown. I NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasil=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;1vIWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*lThis truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. t'noipF'nst�E�l nicws3t'F?1f0'Ipl%Ef;fEl[X'°,,5ES.4tE Tfin3bi0t[s?)xitC510d"iD!fl JitCSOgiEO:dt%aTfua isDC ttsi�Eee»thn ni,vt etfes ettlis iri:sC�pCsaivC06}W7rto�7L[r=�F:P.Etshnuei'kdMat>st 3Jtsse�eise sidtisadtTO.sntr kisQ,ta rrki?ssis4Eltrxe.6.fivf&Udtidd.tssisssD",rss}rule,Satu7r&ysmihtsninnil3D,s}itstmtnraq!rva'sltpt',n?,te�tq�:nitgtt.peor.'it};aSttesvysel^ts Fiutst'pi5tm i3Duh,rt11f4LTx!>Si�a:seaPezhv.+�tardfies,sW hh Anthony T.Tombo11!,P.E. nl Yel tEt4ES TriSf ETRj t¢. it ltYllttie 3"DJdl33 DtY,MDVittr tit'ser dslrain Dl En_�'�iSLL6nrhAtiit'llEdnt uE,rtt ttEOWI{t ltDi 't:f8;dmilM.htrFI.0014I ni.111A.S4 dill 1,ksr, Fu'%Px Uq'i =80083 rat"UiDnip"e33Eesn¢In.AlEmhs sdc:fl3et:'.�tEspsdnstfiaefutndCe tP3oK,iwztdidm,t esta'ro'Jti1t's7dt!9lniit<ll.,ah—d'rJ-dso—f?N 44515t.Ludt Blvd. d:erz;td•`+dilt Ltnxl spnitF¢shar;Yc[/wstnnts hahti'teinss Dtssysfetinnvr is l9Ftittr0lnlC.silan;ai,est inky 6�xtrdmia4rat.tO riFDOEtdlrsmsnee:ldisel it`:ptl' Fort Pierce,FL 34946 '� Copyright 0 2016 Ad tootLosses-AothonyLlembo Of,P.t.ReprChaiano116is ds:romeot,io ooylotm,is Ftotibiied xitkulThe written permisron boatA IPool Losses-Anlhony L combo 10.P.F. Job Truss Truss Type Qty Ply Std. PacJ6811 El A XCAS6811AM CJ3B Corner Jack 2 1 A0119788 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:21 2016 Page ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-8!gSdwOnevTuE4C7t?abB W i?ibPCtvwkb?G-rPy9hm 2-11-11 2-11-11 4.00 F12 2 T1 1 0 T B1 3 2x4= 2-11-11 2-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.01 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:9 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT BRACINGRD 2x4 SP No.2 to bearing plate capable of withstanding-47 lb uplift at TOP CHORD joint 1,72 lb uplift at joint 2 and 4 lb uplift at joint 3. -Structural wood sheathing directly applied or 2-11-11 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection„in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 13110-8-0 (min.0-1-8) 2 = 90/Mechanical 3 = 41/Mechanical Max Horz 1 = 60(LC 8) Max Uplift 1 = -47(LC 8) 2 = -72(LC 8) 3 = -4(LC 8) Max Grav 1 = 131(LC 1) 2 = 90(LC 1) 3 = 56(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;CatAl;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. %.i:s-the<t Qntrsyp reler5t'kl WFINSKS1YEtlajDIDEist 19Za Ddns<Lhsise shed w Qr RED,.11 PAR.rtxmsl2essxDSe nsl lnQe 1pfglxtrDl.l;suns Detl)<Inre.;u,sya:iqFr{xee>trestrinurlPDrertnrmmmytn.'earGery4ssirnlespnMcl respadJ,ryhrQe ietp afr#srgl:TnstfepaeiaQe lD0 Mr u9er l?I1.4tdn�enmpus;Iseaq awmrr,sMl�I.q Anthony T.Tornbo 111,P.E. ed me ulQnrms'a•re.te tFrs is Qur:ryrc;kS61dru0nv,Q:Dxmi sou"nreed a}'elatlrbOFq Drsmn,iaAruatestsl tie Qf.QsB(r,:Qt lwdla.ldsyuk udrtld.iGrFgesdd@e TDOdurt Dell.sedhe Oxs,che gfcdtul,s4:nt,lesRDelne rsdkeoy snDkbenslemBPtd =8O0S3 ' QetJnD,a :sJ(o1Nx.UFrSs1W®QtIDDnlQspxeresw9pilrnnfhrreilfa[s�TmlSdelldaeCwl6rrSlile7allNwlSi[luerdemMhgwNpJne.fro& 0..esi—N.55"Wdoss0Lel•asDesiee<r,PAS Ucg;6lnenM1.3,CWAsu"'ifn 4451 St.Lucie Blvd. 6}:bl!t+tt'dt+6(er1rGCl arlFl+�31O Ymgr rilDrflutf Rf3ifed nrmne,:,�h,rnsen�taa [tsigr.ulnnsjrhs fgaendat barn}sD myasSredseosuart+elS;+gnFi' Fort Pierce,FL 34946 Copyrighl02O16A-1 tool Trusses-AothonyT.Tombo III,P.E.Reprodurtin of this dawmert,in any form,is prohibited without the wfiflen permission from A-1 Roof Tiosses-Antlony T.lombo 111,P.f. i Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM CJ5 Corner Jack 2 1 A0119789 i Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s-Aug 312016 Print:8.020 s Aug-31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:22 2016 Page I D:rS2yUAsdrwV4V5ztD I W WpPzmH46-cxErgGPPPDbksEnKRj5gkkF33?geeMAugfOXVry9hm 4-4-0 4-11-11 1-4-0 4-11-11 I 3 i 4.00 12 1 I � N 2 1.5x4 II 1 B1 4 o. ^ I e o• 2x4= 4-11-11 4-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 4-8 >999 360 MT20 244/190 TCDL1 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.08 4-8 >694 240 BCLLI 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:19 lb FT=0% I LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP:No.2 to bearing plate capable of withstanding 118 lb uplift at OTHERS 2x4 SP No.3 BRACING- joint 3 and 206 lb uplift at joint 2. ' TOP CHORD Structural wood sheathing directly applied or4-11-11 oc LOAD CASE(S) purlins. Standard BOT CHORD Rigi&ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 147/Mechanical 2 = 327/0-8-0 (min.0-1-8) 4 = 611Mechanical Max Horz 2 1 = 142(LC 8) Max Uplift 3 = -118(LC 12) 2 I = -206(LC 8) Max Grav 3 I = 147(LC 1) 2 = 327(LC 1) 4 j = 93(LC 3) FORCES-(lb) Max!Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vas8=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8!MWFRS for reactions shown;Lumber DOL=1.25 plate grip _ DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 1 6¢rieI-tone Ctru�dl,:ri:s'e?'FI EDDr12!!Si;StSEtIakEED7rtl(rLLSE(OkZttIG45N5(D4rtPi=1i60ADAF�EPLNI'Iara rfrdrdesiQ Famftnsmlrfw'art!s«fvsims:t.gt°.rfvig0[.}adke relrflr.lemz l7;Pi itlnn«54:.13.^'ntr.'.9ffnsttlt!visf siflftndf ND,u'( lJtft:[iRQnp�O><ZSS?DSt'i!(IAhekDbt?!sPd.ISITfns D?urf&fe3Ctc,Sp?neDr Ft tay l'a sednret lPD«K!tn!s«me�mtaner,de!tindetpaMti«?Tn!Rddr!n!e inga sfhsedl?Lns�AUeink!RfDMKxluiPl-l.keCnip e!smrfua,lteenn!inuet,uinfdur Anthony T.Tomho III,P.E. d.udtibl!oss(znrlfilAq is De nsrsnRifrt[dti?Dnn,GtDnn'sarirsit!dv}vlaBr E<iieier Detitfn,mk aaeaageltt.5?IKnearl+n(1a:liiynfe udlNi.keepmn:td@e 7DD nifnruil.s!fltieims,i!d.2w}txdlm}tbrnt,u:nOdnf odtnncq c3e89f'lans7etsSDtpa( 80083 tter!dxDDe�x nil(aeDu .L7 ftlf:t9 eAeMt IDDm1«tp�uesmd gnlelua ti ie idllut(e tSd>.Il ldanennlE(9}rlistr!>11PI mlSttl e««Inn:W ugtend(ln«.k;-125«s 5e:t lreN Sfin nAd 3sd a(ms 0fun,r!n? yo�p>!emtn slsn,ho-an,w<n" 44515t.Lucie Blvd. 03Y11neE3td�d(nGIIl ar!tfdxpat 11 Yniiir Et[9 En6lf inxl:lIt?T«csrrtlp bibush NEI de teilVmlpmnTnif SISh3IiTU«Id.1W161.III®YW«d nfn5n?Ot d!ii!I«IF(l. Fort Pierce,FL 34946 Copyright 02016A-]lool Trusses-AnthonY I.Tombo III,P.E.Re uduaiin af this daurnea,in any Nina,is iobibitdxithoulibes'ken permissimIfamAARoulTrusses-Aniha T.TombIII,P. Job Truss Truss Type City Ply Std. Pac./6811 El A XCAS6811AM CJ5C Corner Jack 3 1 A0119790 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:22 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-cxErgGPPPDbksEnKRj5gkkF9d?fvcMAugfOXVry9hm -1-4-0 3-2-0 4-11-11 1 4-0 3-2-0 1-9-11 4 4.00 12 3x3% - 3 rs rn T1 2 B3 A 2 1.5x4 11 Fi 4x4= , 5 n± 1 B1 0 ri• , n 7 ri 1.5x4 11 2x4= 3-2-0 4 11-11 3-2-0 1-9-11 Plate Offsets(X,Y)— (6:0-2-0,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL). 0.04 6 >999 360, MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.04 6 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code.FBC2014/TPI2007 Matrix-MR Weight:21 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Plate(s)at joint(s)6 checked for a plus or minus 4 BOT CHORD 2x4 SP No.2*Except* 62:2x4 SP No.3 degree rotation about its center. OTHERS 2x4 No.3 4)This truss has been designed for a 10.0 psf bottom BRACING- chord live load nonconcurre'nt with any other live loads. TOP CHORD 5) This truss has been designed for a live load of Structural wood sheathing directly applied or 4-11-11 oc purlins. 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Rigid ceiling directly applied or 9-11-3 oc bracing. bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 7)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 77 lb uplift at accordance-with Stabilizer Installation uide. joint 4,206 lb uplift at joint 2 and 40 lb uplift at joint 5. REACTIONS. (lb/size) 4 = 112/Mechanical- LOAD CASE(S) 2 = 32710-8-0 (min.0-1-8) Standard 5 = 96/Mechanical Max Horz 2 = 142(LC 8) Max Uplift 4 = -77(LC 12) 2 = -206(LC 8) 5 = -40(LC 12) Max Grav 4 = 112(LC 1) 2 = 327(LC 1) 5 = 96(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-291/219 BOT CHORD 2-7=-341/314 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8t MWFRS for reactions shown;Lumber DOL=125 plate grip DOL=125 2)Plate(s)at joint(s)1,2,7 and 3 checked for a plus or minus 0 degree rotation about its center. 3s*tiq-ttecs Ikes.s!ttre+i:r6e•k-I t0An1GSS;i('SFttH}6[gHS[I[rsl[a[OM'I[IO1S NSIO!k{•r0[EI�SNpPT EiEk:Ar Ifrct rrdr!e!ip pteriders'm!rcdeasas w6is TrvtsGGga�toviErpW}ttdtle Inhq i.Lsis Ig:Pi IElan;e[6!dh!ve we OdtsdkfEvist shke se IEe iCgatly W[!1!EIRQn�R;s3J7%a{!!Iflftelt{l7 SarrGL l;Irttff O!:Ip FYA[<!Ijlt:j:liMFF[iFttljClttN!I±IF(IPDfW±tff:1@CQ±(ili.Et[Ik(11!t1thLEI EFQ[ftllFr RfrFtf.ldd!MI'a inptd4'ettd±rn:s QEpu4t tE nt POnlr,n!tt I?II.ikiesyEnuaElit±s,iEtaryf ant±s,urtEuu} Anthony T.Tombo Ill,P.E. d EndS¢lross rx ttrlElt""uric Mf ta�p±sdridrdtif�veu,IE±g•aer,o!%n:KE(aier Ce ki erti�rtufr,u!koE!ed elnelI[.h!6:nr 8Elttarktidr;ufeud lPld.ReerFttE:dke FPk nrtErfuOnf dNeTtns,wktor#W:D}st:q±,iss#Min EtAlnmgslE7 teto!rs;rms09tf ,7'80083 ' VmWh;3-piEtd[0_1.19Mrssq.AMar[cow1h4 fi.smlpirtinnd!xrtilens[±.spa!ASd!I( [AmisrrlAttlEllldtMkfrltElEl3tilft±±.Ir,ItES[Es%t,,!.sW!.ii..diA.,Sd1%Ir%SOESIp.,[rn,D,^pUpEteuf.sr.E!aawtt,,•tn 4451 St.Lucie Blvd, CS�ahe eduE!kya(Walafife!afn isuNiq trEO ruEe,mulr±l,li±rft;stxstpSr6Ed!;1Li 5!paA>3 f�sip!r.«insssfstevrquwdmr hie®}.tliftjfElFi:Gus u±x!d�!ruRFt. Fort Pierce,FL 34946 (opyrightsD2016A-1 tool Trusses-Anthony 1.Tombe III,P.L P.eprodudionofthisdommeal,inanyform,isprohibiledwithoutThewittenpermissionlremAARoof iesses-Ambony1.Tombo III,P.f. Job i Truss- Truss Type Qty Ply Std. Pac./6811 El A S XCAS6811AM CJSD Corner Jack 1 1 A0119791 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:35:22 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-cxErgG PPPDbksEnKRj5gkkF9V?dscMAuafOXVry9hm 3-2-0 4-11-11 3-2-0 1-9-11 3 4.00 12 i 7x8= 2 rs 1 � o i B2 B3 os 1 B1Li0 I 6 2x4 II 2x4= 3-2-0 3-2-0 1-9-11 4-11-11 Plate'Offsets(X Y)— 12:0-1-12 0-0-9] [2:0-2-12,0-3-61,[5:0-0-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL1 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.04 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.04 5 >999 240 BCLQ 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCD LI 10.0 Code FBC2014fFP12007 Matrix-MR Weight:17 lb FT=0% i LUMBER- TOP CHORD 2x4 SP No.2 3)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2*Except* chord live load nonconcurrent with any other live B2:2x4 SP No.3 loads. BRACING- 4)*This truss has-been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 4-11-11 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins. bottom chord and any other members. BOT CHORD R 5)Refer to girder(s)for truss to truss connections. Rigid ceiling directly applied or 8-11-7 oc bracing. 6)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 7)-Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 82 lb uplift at accordance with Stabilizer Installation guide. joint 1,80 lb uplift at joint 3 and 45 lb uplift at joint 4. REACTIONS. (lb/size) 1 = 221/Mechanical LOAD CASE(S) 3 = 116/Mechanical Standard 4 = 105/Mechanical Max Horz 1 ' = 102(LC 8) Max Uplift 1 _ -82(LC 8) 3 = -80(LC 8) 4 = 45(LC 8) Max'Grav 1 I = 221(LC 1) 3 1 = 116(LC 1). 4 = 105(LC 1) FORCES. (lb) Max!Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-306/282 BOT CHORD 1-6 -406/310 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasil=132mph;HVHZ;TCDL=5.Opsf,BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. i Nnet;•YRs!^m�y?rai!ttlSe'A4 EfuF IIUiSES;islr7q;EL15!?EfY36EQA'GR;cSt44'TBi!'rQ!FI^:frrJ�EpllilTM4.rx�fi!i��xecfl:rs nfi!elstksnt5s`nsst�st;s[a.ro;k6jtsl7etwher LFazu L`-:iLlthRroSrrlsd:R asa 7dtssi'xht 9ehCNrt!E;6,sil/ E1itlia2eRii�E!f slillitntE 4r!4>l::tal!tth1.SSAr:T.iQ!y9 L9j Gt!l.,.{(jjE{Q]Ey4![ldR��iQli#!it�J®!S.'¢43!S.L2w1lt5ilt6i`IC]a'41R;Ri;ti'�'".--AEfl^.t�253!l4;fit it�95S a!;YIi�NQ!1.riL!,Rf!tlEI E.EN}Lf1}]Iia3;R3,tE0.5131�LRfr!p1S1�i1( Anthony T.Tofnbo 111,P.E. RI nt 64Tans liras WN is!ta!egti.3VQ+ettle6i!?s.rn6rotefsn=4rr ti y!afRMEx:EtgQsssi!s,hAt ttesrli't5t ll(,s9e IEC!ztr3t foal»isi"w-l:aiteofOn.rs!a;Etvsildiktf".Qcai aa)RtN9astdth Lnt,itltal8zz!lir;,siazga.rcs'E Marti adkaca;si:pia 5e![sPmdiE:;w' z 80083 Etuaa;Q� m�iara.M W=:st!Rts�!110 ftpe—�r.iei ie¢ellFre�twaral �„stiles ram°iII;mRasne!:'F'. ixr-d;altm:.maat�!�:ey Lieadt�:��rn!cats_rims r�.�t�miuR tcair,awl 4451 St.Lucie Blvd. tb=.!i;!ed�adSriLtRaie;tteli}a4 nititp Eye.;aliesaand.t4 iRu Wp E!Iateris 17 P.e to q hstpm;a has fr,:e¢Fgbw.if.?1.101. Fort Pierce,FL 34946 tnpyrighC.2QIAA.IRollLusses-Anthony1.Ink III,P.F.Aeprodadionofthisderument.inanylotm,ispmbiWadvabout the uriffenpermasibnhomAIfooirtntses-AnthonyL Tomb 111,P.P. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM D01 COMMON 2 1 A0119792 Job Reference optional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com -Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:23 2016 Page I D:cS2yUAsdrwV4V5ztDI VM/pPzmH46-47oD2cQ2AWjbUNMW?Qc3HxoE3Oz3Llrl3J141 ly9hm 1 4-0 5-8-13 9-5-8 13-2-3 18-11-0 20-3-0 1 4 0 5-8-13 3-8-11 3-8-11 5-8-13 1-4-0 4x4= Dead Load Defl.=3/16 it 4 4.00 12 1.5x4 1.5x4 3 5 ci 1 oSx4 II 1.5x4 II 2 N1e e "�6 �1 e e 17 8 18 3x6= 5x8= 3x6 9-5-8 18-11-0 9-5-8 9-5-8 Plate Offsets(X,Y)— [2:0-0-0,0-0-10),[6:0-0-0,0-0-10j,-[8:0-4-0,0-3-0] LOADING.(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip-DOL 1.25 TIC 0.69 Vert(LL) -0:30 8-13 >769 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.49 8-13 >467 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.04 6- n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:83 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M 30 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf-, WEBS 2x4 SP No.3 h=25ft;Cat.11;Exp-C;Part.Encl.,GCpi=0.55;-MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 4-8-5 oc grip DOL=1.25 p T 3)Plates checked for a plus or minus 0 degree ROOT CHORD rotation about its center. Rigid ceiling directly applied or 5-3-15 oc bracing. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 945/0-8-0 (min.0-1-8) bottom chord and any other members. 6 = 94510-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 717 lb uplift at 2 = 82(LC 12) joint 2 and 717 lb uplift at joint 6. Max Uplift 7)This truss has been designed for a moving 2 = -717(LC 8) concentrated load of 200.01b live located at all mid 6 = -717(LC 9) panels and at all panel points along the Bottom Chord, Max_Grav nonconcurrent with any other live loads. 2 = 945(LC 1) 6 = 945(LC 1) LOAD CASE(S) FORCES. (lb) Standard -Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2183/2106,3-4=-1704/1585, 4-5=-1704/1585,5-6=-2183/2106 BOT CHORD 2-17=-1804/1987,8-17=-1804/1987, 8-18=-1820/1996,6-18=-1820/1996 WEBS 4-8=-595/760,5-8=-619f768, 3-8=-619/768 NOTES- 1)Unbalanced roof live loads have been considered for this design. 5arai-flaw dute3a.T3 uri:v A,'M d1@i IbfS Sj 41ttfl 161Hi11€Musd(Dk:TilpfSNS104('tiffEt^.¢7m0.S!{ITLNI'lam.Trrtf hsipla dus.1:eel"l-sn.fus imtCt4pthtvisrPUp}aABeleRel LIW4 LIP.LId...ShvdV4.,;=rJ:it-!4rrvise sirtet ceIh iPgair 41 L7Tek taauM ryes sisllkneT In rteTG6hharBt h,Tm0,01,Fruea{ie.,;yaektEgne}tiesaluaerTDDrefseNenrBartlmftfdfn!essnnl ngreerisyrz:IntilduJ?urtett4pdex snti:Tntsley:�in UrT07 Nf,nlnl:I-l.hedesipusea;nr,lertego:iaus;,eutlLry Anthony T.TOtTItSO III,P.E. ealaue156lresshraarrageiasistltrt3easikitdfaifu0mr,lt!derd'tcAufLeda3suw8ed37yCaigea.u�eutlesfeitiellT,SeRtoiflelaniLe'ItarguteardlAd.1leefineadddeTPgn3ea3Ndlrteafthtaxs,iak6ylsaTaysbrzTe,ia;k@lueae4dnnyth8l:'Seres3ensn:d3a( a 800B3 tte6:r:&a3xv.,"tnah.w.i:leges s?t eAsllelCOMlfeprtias sl pilelirzsdlie leilCne6zf+�atStlalf lC>mlee l(Gllldlis l$1flml SifA ereidnn;edkrgernAj.Jnrt lFid LeSrximeresfxasia:7M1esNlA:esdl�Trzss 6esi¢eee,itoseit>^p��3iacet cdlrrs4sdnh�ytxkst 4451 St.Lucie Blvd. oniu teFaN6yatutata3!<el:3aeandie3hrg 3emesin44 nrtmrsrap53mm�e6T W'fu3tmst3ar.er irtsst3sfem(cyaeardanT 3eildu3.su o3eo:alasuserrst'tiaTUTt4t' Fort Pierce,FL,34946 (opyrighf 0 2016 A-1 tool Tresses-Anthony T.Tomho Ill,P.E.Repioduuian of this domme t,in any form,is prohibited without the written permission from A-1 Roof Tresses-Anthony Llambo 111,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM D02 COMMON 4 1 A0119793 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug-31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:23 2016 Page ID:cS2yUAsdrwV4V5ztD1 W WpPzmH46-47oD2cQ2AWjbUNMW?Qc3HxoEcOz6Llrl3J141 ly9hm 5-8-1 9-4-12 13-1-7 18-9-8 5-8-1 3-8-11 3-8-11 5-8-1 4x4= Dead Load Defl.=3/16 it 3 4.00 12 1.5x4 1.5x4 O 2 4 i 1 1 5 s e 13 6 14 e B 3x6 5x8= 3x6 9-4-12 18-9-8 9-4-12 9-4-12 Plate Offsets(X Y)-- (6:0-4-0 0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.29 6-9 >774 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.48 6-9 >471 240 BCLL 0.0-* Rep Stress Incr YES WB 0.29 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:77 lb FT=0% i LUMBER- TOP CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M 30 Vasd=132mph;HVHZ;TCDL=5:Opsf,BCDL=5.Opsf-, WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS WEDGE (envelope)and C-C Exterior(2)zone;cantilever left Left:2x4 SP No.3, Right 2x4 SP No.3 and right exposed;C-C for members and forces& BRACING- MWFRS for reactions shown;Lumber DOL=1.25 plate TOP CHORD grip DOL=1.25 rotation about its centtee Structural wood sheathing directly applied or 4-9-3 oc r Plates checked for plus or minus 0 degree puriins. ror. BOT CHORD 4)This truss has been designed for a 10.0 psf bottom Rigid'ceiling directly applied or 5-3-3 oc bracing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required 5)*This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 6)Provide mechanical connection(by others)of truss 1 1 = 846/0-7-4 (min.0-1-8) to bearing plate capable of withstanding 601 lb uplift at 5 = 846/0-7-4 (min.0-1-8) joint 1 and 601 lb uplift at joint 5. Max Horz 7)This truss has been designed for a moving 1 I = 71(LC 12) concentrated load of 200.01b live located at all mid Max Uplift panels and at all panel points along the Bottom Chord, 1 -601(LC 8) nonconcurrent with any other live loads. 5 = -601(LC 9) Max Grav 1 + 846(LC 1) LOAD CASE(S) 5 846(LC 1) Standard FORCES. (lb) Max!Comp./Max.Ten:-All forces 250(lb)or less except when shown. TOPCHORD 1-2=2158/2120,2-3=-1689/1599, 3-4=1-1689/1599,4-5=-2158/2120 BOT CHORD 1-13=-1874/1962,6-13=-1874/1962, 6-14=-1874/1962,5-14=-1874/1962 WEBS 3-6 -608/747,4-6=-604/768, 2-6 -604/768 NOTES- 1)Unbalanced roof live loads have been considered for this Idesign. I I 5o:riry r1eEe dnery'dgrnL•wtie'.139Ai IdCSLi 1'Fitrd'}6rgiEdtlftYS E SOkSafif3SPlsrONlTrfJ^670iQ5'�£RFMrlrta.Sr.Lr ddforaa+!lersmf rcalm!:s±r!'vsTmsC!,�ys:nvurQUDlr�@e,64csy LlesH B,P.E rdnn;ekM7eme ase 9e1!zs4f±±wise sm!!n De iDD,aot7 I!Jrei!numrpress5±tlkas±l tndelDDpl:rr5l.dseTrns@up Fr uer•Le,s7±lcUE±QttajrszednmlDD:ryrzt±m®mer[w.esfl&rrCessirwl eeprzerrzs resr±±sdddr6r Ge ie g ufRe£e�±TmsterWein Ut iuD Mr,ulni%-1.ite tesip nuedMss,Ir±iird netmrn,sihliWr Anthony T.Tomho III,P.E. mdeud0isdrots6rm4illrtr is&er±syemYAitddhe0nu:rt.!owu±ioAvro!dod±ha6!4il£ud DesRsa,pde udutel lie lr(.Ys:LLrnd6el!milofdy uh uAl?41.Regpnddft:dCD nl rrd field n!el lie rrrts,ialdngt�A!ar,Ccn±,hmilCirt udhrmg sfaAte weregwsdr.7j!f 380083 t�rM!di3'rs:v¢9(u Nx.Mete:59MieDe lCDuf lSe patiees�I pilelinsdhekiltus(sxr*>I Sd±¢ICm¢fi±e(ir9iESUis $IPI ad Sr(dne!!Ittw:edlujee!nl}to¢mia5rss:ax!srwv3i;ifin¢9 dais el Pmkess DrAde<y lass c!igs�giaeu calrc;s r.=,l,ruaer,�:ess 4451 St.Lucie Blvd. e"��.ise iehel EynCnPr9agi!d rdn h wnlvrtr r7rw5es crdeL Tll inss[mYp htreatsECr5±r+34g Cesi}ecuinss srs!rn6jax!dmririda}ell nm7Jn]tensu±a l9id nntL Fort Pierce,FL 34946 (opyrighta2016A-I roofTmsses-Anthony T.Tombo[I],P.E.Reprodudion of ibis dommerf,in any Form,is Prohibited without Ike written Permission from A-1 Roof Tresses-AmlonyL lombo III,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A f- XCAS6811AM D03 Common 4 1 A0119794 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31-2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:35:24 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-YKMbFyRgxgrSSXxiY78lp9KN6oMT4DOBHzVeZky9hn 1 4-0 6-4-0 12-8-0 1 i-0 6-4-0 6-4-0 4x6= Dead Load Defl.=1/8 it 3 4.00 rl2 14 ^ W 1 _ 4 1.5x4 I' 2 l LJ131 d d 15 61 5x4 i 16 5 17 5 n 1.5x4 3x6= 3x6= 3-1-11 9-6-5 12-M 3-1-1 6 4-10 3-1-11 Plate Offsets(X,Y)-- [2:0-0-0,0-0-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) -0-15 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 5-6 >557 240 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:55 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M 30 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and-forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 3-6-13 oc grip DOL=1.25 pudins. 3)Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. Rigid ceiling directly applied or 9-11-9 oc bracing. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS.. (lb/size) rectangle 3-6=0 tall-by 2-0-0 wide will fit between the 4 = 759/0-8-0 (min.0-1-8) bottom chord and any other members. 2 = 837/1-4-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 42 lb uplift at 2 = 74(LC 8) joint 4 and 184 lb-uplift at joint 2. Max Uplift 7)This truss has been designed for a moving 4 = -42(LC 9) concentrated load of 200.Olb-live located at all mid 2 = -184(LC 8) panels and at all panel points along the Bottom Chord; Max Grav nonconcurrent with any other live loads. 4 = 759(LC 1) 2 = 837(LC 1) FORCES. (lb) LOAD CASE(S)Standard Max.Comp./Max.Ten.—All forces 250(lb)or less except 1)Dead+Roof Live(balanced):Lumber Increase=1-25 when shown. ,Plate Increase=1.25 TOP CHORD Uniform Loads(plf) 2-14=-1489/566,3-14=-1431/632, Vert:1-14=-70,3-14=-100,34=-100,8-11=-20 3-4=-1516/678 Concentrated Loads(lb) BOT CHORD Vert:14=-60 2-15=437/1316,6-15=437/1316, 6-16=-449/1089,5-16=449/1089, 5-17=483/1342,4-17=483/1342 WEBS 3-5=-47/550,3-6=0/540 NOTES- 1)Unbalanced roof live loads have been considered for this design. 'S':tai4Rraseax¢:�xrteri;r,i]¢'A;¢OOF FIUSSFf;'SEl°.ir';.:F!'�=€?OA'idrOXOT91tSrfii4k"k0!Fl jdil(37MIFF�'1:4r?era T„dy de=i.�µt¢ctitrt¢e!s»fa¢tcs:¢Iti¢T.»ss[.si�tn»tv;�P6jtsltiel'krpCiaa4t r,•:P.Eldfr:+trfssllefa±as!,Oxlr;to-4:aife Ratet¢altt 130,ttft ', wtaa�r�scfnf!xc!AhrSRvat±,e4LtsvLasO!c�y� tra :urT nee:Ia¢:t.nrx x,a�aamnxczp!kl�tox�aa¢¢rf su�e�s d:s Fnua a¢±pro±d,a¢ymli,¢ eau�cha s¢r!±!..au Anthony T.Tomhn1I1,P.E. ¢±1±se¢tdisTr±ssramW-fs3;:U4,n;re.��'pd�'±O.e:r.a!Or±ear¢+stta:3�uia 0s[. 3ssc,mA±rzra dd lt(kllrimOxiwl6u ±e±i1r41.7u �wddFsP.O ederfull n!dtt!irn:,irt,£ kiue,st�y u:7h0±±esdMbgssaCnrrrssw`st7d „.80083 ' Cxte6aie.rm! !aa'i!r.Allrca,!s sd¢afi±"�±r�msft�¢frcn¢xr;a'ia^ddefx9sugi¢xw!!ifdeh Us,aswtr>{ salSp Tf9 afSftl extafcnxrsi!sg!ss:d;simv.l9FF-0a`An!>z:x!aniiS,L^esnllA,esdirKtS^veSgK,Trns:vcp�pal.v afrrxs Naerecs!v,men - 4451 St,LUCIe Blvd. ett:,s;;±dd'a>Ji;¢(¢d:ri eg!elr;uurr�gt;c?;eEniu!he!?k!IpcS D±sy!F!;uta isfi9T4rw't:a;Dniy!er:xlnts Srh`tc.Eycet•.tim)q�.S;'I a;atitMrftrs o!ts lde;l i•`:N1. Fort PIEfCC•fl 34946 CapYti0hId1016Alfoal Lasses-AafhanyT.Tampa lli,P.t.&zpraduAian of this datamnt.inanyfo!m,is pmhiEfednifhaaf the written permission ban A-1 9oof Lasses-Anthney L Tampa III,P.F. i Job Truss Truss Type Qty Ply Std. Pac./6811 El A s XCAS6811AM D04 Common 6 1 A0119795 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:24 2016 Page ID:cS2yUAsdrwV4V5ztD IW WpPzmH46-YKMbFyRgxgrS5XxiY78lp9KNYoHr4DeBHzVeZky9hff -1-4-0 6-4-0 12-8-0 14-0-0 1_4-0 64-0 6-4-0 i 4x6 Dead Load Deli.=1/8 it 3 4.00 F12 I W 1 1.5x411 2 / 4 1.5x411 1 131 5 to 6' 16 71.5x4 i 17 6 18 s� 1.5x4 3x4= 3x4= - i 3-1-11 9-6-5 12-8-0 3-1-11 6-4-10 3-1-11 Plate Offsets(X Y)— [2:0-0-0 0-0-101 [4:0-0-0 0-0-101 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.17 6-7 >880 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.30 6-7 >501 240 BCLL 0.0 Rep Stress Incr. YES WB 0.19 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:59 lb FT=0% i LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=1.32mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, WEBS 2x4 SP No.3 h=25ft;Cat.-I];Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3. (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces& TOP,CHORD Structural wood sheathing directly-applied or 4-10-7 oc MWFRS for reactions shown;Lumber DOL=1.25 plate riiris. grip DOL=1.25 pu RD 3)Plates checked for a plus or minus 0 degree B dins, rotation about its center. Rigid ceiling directly applied or 6-4-0 oc bracing. 4)This truss has been designed fora 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)*This truss has been designed for a live load of j 20.0psf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 663/14-0 (min.0-1-8) bottom chord and any other members. 4 = 663/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 351 lb uplift at 2 = -59(LC 9) joint 2 and 351 lb uplift at joint 4. Max Uplift 7)This truss has been designed for a moving 2 = -351(LC 8) concentrated load of 200.O1b live located at all mid 4 = -351(LC 9) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 2 = 663(LC 1) 4 = 663(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3 1105/927,34=-1105/926 BOT CHORD 2=16=-674/975,7-16=-674/975, 7-17=-674/777,6-17=-674/777, 6-18=-702/985,4-18=-702/985 WEBS 3-6 -33/507,3-7=-33/507 NOTES- 1)Unbalanced roof live loads have been considered for thisIdesign. { I Ya!eq Etta 'ar;nn�de'k;ICufDOSSES;'SftEa",, iQtt rE['UstdNG;fOAY:5T1tl'rQ!R;F(C3gpIEf�;aTrt+a i:!A,!k9�petsttarc eedt ltttn ae dnrpts t:sinF:sx�!p?06jWd!lekgLis:.leL:1.Ei:krz!ufvrndu:asti d!rs!-sv0stsrni 011130,rit W1Ao cr ileesstdts.es!ekr±fr;kL•*dl.lsalr„ceapEs sxn;ie,sp!asirEy ske s�lwaspl;g rzge,!�h®zz !e Czpdessiax eniag re S �pinSetssTa�!s Iakss!a!pp wEe rwB!c,ne!r Sr6i it Lsip+cap scc.x+e.a}a�tins,soLa�rr- Anthony T.Tombo Ill,P.E. nl�!aldisiroshr¢y!lag;s ikerespae 5alydd!G+!s,d!gndsrakar'r!!�!dtrWl�lip3s=zn,kAe xeu ddt licks ll(rsiFe leol eai:f!ep;anaa Rrl,ixasprsaddlS!r:6tad a!pfi!Ilreetd!irnt,d>.1;3s71m9eq,sbxr,,.,a',tietiuedh!es%u:Gxd!s!s�radtrc ' #80083 '. de txil3:-pRa�pse!as4tas5Mrt.ill m'!ssaufgrs?F.Zseilsptstias utpxii!aendd<t!iea;iez>ani Sdspktu.�aok'L)pm.s't!lryrrpaet si4lns!ehnacltarg!xn11fin. 44515t.Lucie Blvd. sda !e's'a!li.e6sRri!;ra!feg�l!+r�i!ilpi;raL!sknh!l fll Tm Delp Er41tr Islgi NI-gin ipti;rc rms SystmE is.!efM1.11.1.l3nr3a`t!iteas alcs letaee is irll, Fort Pierce,FL 34946 Ccpyrigbi°J2816A-1foolhasses-Aa1bnyU mbo01,P.F.ReprodadionaMisdal men6ieooyiasea isptabibiredxilbaonbe»rinenpermissioaSomAd Rodhases-Abibonyr.rambolll,F.L Job Truss Truss Type Qty Ply Std.Pac16811 EI-A XCAS6811AM D06 Common 1 1 A0119796 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 1214:35:25 2016-Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-OWwzTI Rli8zJjhWu6rfXMMtXMCdJphuKWdEB5Ay9hrr -14-0 6-8-0 134-0 14-8-0 1-4-0 6-8-0 6-8-0 4x6= Dead Load Defl.=1116 h 3 4.00 12 Ni 1.Sx411 2 4 1.5x411 1 5 b G 15 6 16 6• 1.5x4 II 3x4= 3x4= 6-8-0 13-4-0 6-8-0 6-8-0 Plate Offsets(X,Y)- [2:0-0-0,0-0-10),[4:0-0-0,0-0-10) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.14 6-14 >999 360 MT20 244/190. TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.23 6-14 >707 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:52 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP No.2 r WEBS 2x4 SP No.3 rotation about its center. OTHERS 2x4 SP No.3 4)This truss has been designed for a 10.0 psf bottom BRACING- chord live load nonconcurrent with any other live TOP CHORD loads. Structural wood sheathing directly applied or 2-2-0 oc 5) This truss has been designed for a live load of purlins. 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Rigid ceiling directly-applied or 64-3 oc bracing. bottom chord and any other members. 6)Provide mechanical connection(by others)of truss MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 363 lb uplift at cross bracing be installed during truss erection,in joint 2 and 363 Ib uplift at joint 4. accordance with Stabilizer Installation guide. 7)This truss has been designed for a moving concentrated load of 200.O1b live located at all mid REACTIONS. (lb/size) panels and at all panel points along the-Bottom Chord, 2 = 693/0-8-0 (min.0-1-8) nonconcurrent with any other live loads. 4 = 693/0-8-0 (min.0-1-8) Max Horz 2 = 61(LC 8) LOAD CASE(S) Max Uplift Standard 2 = -363(LC 8) 4 = -363(LC 9) Max Grav 2 = 693(LC 1) 4 = 693(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1031/936,34=-1031/936 BOT CHORD 2-15=707/909,6-15=-707/909, 6-16=-707/909,4-16=-707/909 WEBS 3-6=-2/339 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8e MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3a:r¢gFleest dangJj rri?rde'bI3DE'i13D55;5-SEIIEgj:DEpilStlEt/1SE(OkYdIiC3501Sfpy('eD(ii^t�DX(iLfYflll'Inn re'�jdEiiyll[?snIIEESAI?E93HC:51113ifTn:SDti�gl.�t4101PUD1G-0Hilelkt4'ILl?9)111,P.F.telErn;eA?Ux'r.E ne Ddestetlnvisefii?l oe lke ND;aei7 siiei EEeuaug`~esswiie nel lal UelCDn Ss nfig.AstTrni O?ti)<[raaEr.e.,Sy?:ie'w&Irt?aj.exie?InnrTDD;egnslmmevgin;;EdGxgre!esGml«�tttriy mgn!ieJu}!u Ce ieE g7 atnz tia3l?l:nih einR?TDDN7,nlni%1.11edni;a nuaHzn,Indrgnttnuei,sEirtelliry Anthony T.Tornbo III,P.E. d.vd5islnss!rn+Eafeugii Nl lestunSC3/deitDnn;&Cneitordamsd otECmtlE Gdeag De:rzee,w�uNnttllk liG�?R'i nt8lllulny nie¢d1PTi.ReE;prtarf&x lDo nl nrfieilas?dfie':ns?,cidnglsdlu}sb?n?,i?sleDdotaddtritg iwd teelegemdihd 80083 Bs 6:a:dxgC?Si¢!(wDndx.�7tNe;idtrA leCtICD nl ne pztmsaal gEigerinfdWe ln114g6eazol Sat?¢AdzumnllCil}gE:lir!xd aflfla?ISril eEtltln¢KPg In g?Elnl}tJnle.R:1&512f!�e(FS)FBA31IIIt16elA:n4I1fB Inn D?SIIRn,T(CSS DEs'gf�jinli OAlffSSAiliEknf,am 4451 St.Lucie Blvd. 4'W.Iilfl ltllrtd grdtnhnldg!(ed agni?wntni GSrD IslAn ml?in1.11?snit Ceup 6l'uett is liCi S?bd3ag[YSlpn.nTnif ipsfe3':IitttrrlmgiA1h1.All pVnda--'Mmiis1FN. Fort Pierce,FL 34946 (o hu02D16A-ltoolTrosses-Aalhon I.Tom6nIII,P.P.Re rodudionofthisdommea,inan Iorm,is iobihiledaid?outtheenitiea umissionfromA-1Roo(Lusses-Aotloo 1.Tombo111,P.E. PniS Y P Y P P Y i Job Truss Truss Type Qty Ply Std. Pac.16811 El A A0119797 XCAS6811AM D07 Common 3 1 Job Reference(optional)- Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com- Run:8.020 s Aug-31 2016 Print:8-020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:25 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-OWwzTJ Rii8zJjhWu6rfXMMtbLCcvpiyKWdEB5Ay9hm 6-8-0 12-4-12 6-8-0 5-8-12 i 4x4 11 Dead Load DeSI.=1/16 it 4.00 F12 2 - 3 33x4 1 4 I rn ;I IK r 14 5 15 1.5x4 II 3x4= 3x6 11 6-2-8 6-8-Q 12-4-12 12-Sr0 r 6-2-8 5- 5-8-12 3 4 Plate'Offsets(X Y)— [1:0-0-8 0-0-6) [2:0-3-0 Edge) [4:0-4-3 0-0-11) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.14 5-8 >999 360 MT20 2441190 TCDI 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.23 5-8 >668 240 BCLLI 0.0 * Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:45 lb FT=0% i LUMBER- TOP CHORD 2x4 SP M 30*Except* T2:2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-, Standard h=25ft;Cat.II;Exp C;Erick,GCpi=0.18;MWFRS WEBS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left Uniform Loads 4 SLIDER Vert:1-2=-30,2-4=-30,6-9=-40 and right exposed;C-C for members and forces& BRACING- MWFRS for reactions shown;Lumber DOL=1.25 plate Concentrated Loads(lb) TOP'CHORD Vert:13=-60 Structural wood sheathing directly applied or 5-2-0 oc grip DOL=1.25 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1: purlins. 3)Plates checked for a plus or minus 0 degree Lumber Increase=1.25,Plate Increase=1.25 rotation about its center. ROT CHORD 4)This truss has been designed for a 10.0 psf bottom Uniform Loads Rigid ceiling directly applied or 6-1-11 oc bracing. chord live load nonconcurrent with any other live Vert:1-2=99,2-4=99,6-9=-10 MiTek recommends that Stabilizers and required Horz:1-2=-109,2-4=109 loads. cross bracing be installed during truss erection,in to*This truss has been designed for a live load of Concentrated Loads(lb) accordance with Stabilizer Installation uide. Vert:13=-60 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5)Dead+0.6 C Wind(Pos.Internal)Case 2: REACTIONS. (lb/size) bottom chord and any other members. Lumber Increasase=1.25,Plate Increase=1.25 1 = 585/Mechanical 6)Refer to girder(s)for truss to truss connections. Uniform Loads 4= 4 = 615/Mechanical 7)Provide mechanical connection(by others)of truss Vert:1-2=-1 9,2-4=,6-9=-10 Max Horz to bearing plate capable of withstanding 225 lb uplift at Horz:Concentrated L ads(lb) 09 1 = 59(LC 12) joint 1 and 191 lb uplift at joint 4. Concentrated Loads(lb) Max Uplift Vert:13=-60 8)Load case(s)1,2,3,4,5,8,9,12,13,14,15,18, 1 = -225(LC 8) 19,20,21,22,23,24,25,26,27,28,29,30,31 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left: 4 = -191(LC 9) has/have been modified.Building designer must Lumber Increase=1.25,Plate Increase=1.25 Max Grav review loads to verify that they are correct for the Uniform Loads(plf) 1 = 585(LC 1) intended use of this truss. Vert:1-2=52,24=36,6-9=-10 4 = 615(LC 1) 9)This truss has been designed for a moving Horz:1-2=-62,2-4=46 j concentrated load of 200.01b live located at all mid Concentrated Loads(lb) FORCES. (lb) panels and at all panel points along the Bottom Chord, Vert:13=-60 Maxl Comp./Max.Ten.-All forces 250(lb)or less except nonconcurrent with any other live loads_ 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right: when shown. Lumber Increase=1.25,Plate Increase=1.25 TOP CHORD Uniform Loads(plo 1-2 L 1009/859,2-13=935/884, LOAD CASE(S) Vert:1-2=36,2-4=52,6-9=-10 3-13=-954/856,3-4=499/75 Standard Horz:1-2=46,2-4=62 BOT CHORD 1)Dead+Roof Live(balanced):Lumber Increase=125 Concentrated Loads(lb) 1-14=-700/890,5-14=-700/890, Plate Increase=1.25 Vert:13=-60 5-15=-700/890,4-15=-700/890 Uniform Loads(plf) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st WEBS Vert:1-2=-70,2-4=-70,6-9=-20 Parallel:Lumber Increase=1.25,Plate 2-5 -11/329 Concentrated Loads(lb) Increase=1.25 Vert:13=-60 Uniform Loads(plf) NOTES- 2)Dead+0.75 Roof Live(balanced):Lumber Vert:1-2=52,2-4=29,6-9=10 1)Unbalanced roof live loads have been considered for Increase=125,Plate Increase=1.25 Horz:1-2=-62,2-4=39 this design. Uniform Loads(plf) Concentrated Loads(lb) Vert:1-2=60,2-4=-60,6-9=-20 Vert:13=-60 Concentrated Loads(lb) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Vert:13=-60 Parallel:Lumber Increase=1.25,Plate 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25 Continued on page 2 Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) rlaezt•Fisu�sr�rts+ier(SE",bFRE+�f 6quES�fftiEi'�"xk:tdtiElYSd`.C!'�TiKE[f1UA;'tn!EY'I2EC59NiEG:�aTMaTsd}EesipEsrekn ssl reri�in es h's[rxs E:ir}St:swhS•,":ODjs�!ae3s."eayT.Tr=SsC!,r.Ei:fusrteSs:d alas esa}ek;sc5v�iss hshdsa kei3t,� Wlskasaeesrila•s lsS!le ntE kr iCsle is arA.dsois::Gsgo;r�eatce,3,risTEgat 6e[:Jaail:6 rzve!e3s sa+s.,'ro.�%e a'L4pn`!saxi se}a:snare:ry:,'�it}IaCe&iysd:kse:imulgiidwnE l;6 eeF,aE.r ITFt.Fs!l:dpes��"as,e rsr3:oas,s 3e4+lit! Anthony T.Tombo 111,F.E. eeel iit si}ds lnSikrRfGXf6i°:ik4leipi6 -1ed01Ctes,ai CndSidea3el e3nl sr Rt Fr Gt}Cicsu,4As:aeudks g4aeifCetal;ekalati6s}slaarltitl.i'sfsspwdd2ttvD ad uTAsHredtae Lssr,inhdreasx`Ini sh•c,�nYlCesesdt<as'shni±fi!,ssymak47d .c-80083 9 ke td6q Dwrtosl6cea.11ues sd Mnv-r]ai Ht}raAetstpritaesdt.Srt"bsmo 3dnk rztaks}}a sla!1fleE3Erl ae uft- il.rdinian 44515t.L.I.Blvd. dSarssd+`xlryeGskstriael r}ssk vtiy lycyoliesi sGrl.3ls itsss 6silpir,i:sant9i Pets }6edlta,airasSrkafskrs:e3misnGq.inphisadlrmoenldieluE31;' Fort Pi=rCe,FL 34946 d(opysighl02016ARodbums-Anthony Mombs III,P.E.Repsndudionn116izdnsomeat,iannytmq,isprobibiltLail6oun6nwri0enpesmisuonhoxAIRna{Trusses-Anthoari.iomboiEl,P.E. - Job Truss Truss Type Qty Ply Std. Pac./6811 El A r -XCAS6811AM D07 Common 3 1 A0119797 Job Reference(optional) At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:25 2016 Page I D:cS2yUAsd rwV4V5ztD I W W pPzmH46-0 WwzTl RI iBzJjhWu6rfXMMtbLCcvpiyKWd EB5Ay9hm LOAD CASE(S) Standard Standard Uniform Loads(plf) Vert:1-2=-30,2-4=-30,6-9=-20 Vert:1-2=29,2-4=52,6-9=-10 Concentrated Loads(lb) Horz:1-2=-39,2-4=62 Vert:6=-200 13=-60 Concentrated Loads(lb) 28)6th Moving Load:Lumber Increase=1.25,Plate Vert:13=-60 Increase=1.25 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Uniform Loads(plf) Parallel:Lumber Increase=1.25,Plate Increase=1.25 Vert:1-2=-30,2-4=-30,6-9=-20 = Uniform Loads(plf) Concentrated Loads(lb) Vert:1-2=52,2-4=29,6-9=-10 Vert:8=-200 13=-60 Horz:1-2=-62,2-4=39 29)7th Moving Load:Lumber Increase=1.25,Plate Concentrated Loads(lb) Increase=1.25 Vert:13=-60 Uniform Loads(plf) 15)Dead+-0.6 MWFRS Wind(Pos.Internal)4th Vert:1-2=-30,2-4=-30,6-9=-20 Parallel:Lumber Increase=1.25,Plate Increase=1.25 Concentrated Loads(lb) Uniform Loads(plf) Vert:5=-200 13=-60 Vert:1-2=29,2-4=52,6-9=-10 30)8th Moving Load:Lumber Increase=1.25,Plate Horz:1-2=-39,2-4=62 Increase=1.25 Concentrated Loads(lb) Uniform Loads(plf) Vert:13=-60 Vert:1-2=-30,2-4=-30,6-9=-20 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Concentrated Loads(lb) PIL metal=0.90 Vert:11=-200 13=-60 Uniform Loads(plf) 31)9th Moving Load:Lumber Increase=1.25,Plate Vert:1-2=-30,2-4=-30,6-9=-20 Increase=1.25 Concentrated Loads(lb) Uniform Loads(plf) Vert:13=-60 Vert:1-2=30,2-4=-30,6-9=-20 19)1st Dead+Roof Live(unbalanced):Lumber Concentrated Loads(lb) Increase=1.25,Plate Increase=1.25 Vert:9=-200 13=-60 Uniform Loads(plf) Vert:1-2=-70,2-4=-30,6-9=-20 Concentrated Loads(lb) Vert:13=-60 20)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=125 Uniform Loads(plf) Vert:1-2=-30,2-4=-70,6-9=-20 Concentrated Loads(lb) Vert:13=-60 21)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=125 Uniform Loads(plf) Vert:1-2=-60,2-4=-30,6-9=-20 Concentrated Loads(lb) Vert:13=-60 22)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-30,2-4=-60,6-9=-20 Concentrated Loads(lb) Vert:13=-60 23)1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-30,2-4=-30,6-9=-20 Concentrated Loads(lb) Vert:6=-200 13=-60 24)2nd Moving Load:Lumber Increase=1.25,Plate Increase=125 Uniform Loads(plf) Vert:1-2=-30,2-4=-30,6-9=-20 Concentrated Loads(lb) Vert:13=-60 14=-200 25)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-30,2-4=-30,6-9=-20 Concentrated Loads(lb) Vert:13=-60 15=-200 26)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-30,2-4=-30,6-9=-20 Concentrated Loads(lb) Vert:11=-200 13=-60 27)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 3cxiq-tla<.t dsnaeJianin 6t'11 d78i 1?GSS:SiEI[FR L6EtlBsl IEWSa(DkiaD4AS0;StnyirYfY;a�nd;EDru171'hm Ye!iryd?sin lumdasaltndn!:seF lSn lrv(sDssi9f DnY14(jIDCitlA Rt r[RIF)rH3jI I).P.L ISIASS(!SE?:i�g!fiSG!IfIFSiGYf191515111?I LI II:?TDD,PBI( D9IFY�nMaarcei Still if nll lNR4TDDAH?FGI.FSITn?{D?SMa lnlafi'{IR.;Sj?tlahi EFrFWpiYStfIn1FSTDCft(i?{(ttt®S9?PI➢:tl(CL(Ii�SSlittlnp&NIFr r[f(it<FD;7}ISI&[1i�161C2 i'O�I?inaleiiMinee i50 Nl,ndv!?il.ite d?sillnzs:viFn,IrFu�nrtalres,(�ntaar Anthony T.To 80083 m'x 111,P.E. eals{Fd9ii lrcs{!NMts�liiFgknFt?isniddli(d ti DvFN;C?IIMNI S0:43diCSI01:YiWbF lF:IucI ClSinu,isMndey ti ntliLSe RCirl tllla(aIFrJAy Uil a4lni,ItelTNndFI&F TDD P-I SFf titUFardnF T(na,o�:artylSd•.'eJ;tb!ne.IEdiDdi?t Cr4lnNg SMA ISS!(SS(0151L:YS( r ttz6n.d0.YD?S.}"'1 tlA(U' iN.IIEfd45 S?I FA 21tE ICDnIIal prefi(n wI g11IFI1FFS rIY?e Id•IuJ(t.(0 MSd?I(Idxvee[a�l6i}ifMn:sd It IPI aISln O!f nlern Pd hF laxnlgrinlF.RiIn54eS LR!FS+PoL'AI15n n9dd:!{Di IF4lrzfi PFSIlafa,l(tlSi Df"a gaS(�e?{rA I?usknai?!ingm!ess 4451 St.Lud.Blvd. Fort Pierce,FL 34946 F2 tia.a EEFMky?uaCala3?FT7 u8?F l3 NIIlill tiFDdEI]e{inatAl.I6?inssCesip nl!eeer:t KC16.4oSal Eeil}a?!.Nlnss Slste3EFsam dal ieildoi.011 uhNl?edtnsn:s{Ida?IiF i141. (opyiiyhl02016A-)RoolTrusses-Anlhcny1.Tombo111,P.E.ReproduRionof this domment,inany form,ispohhiiedwithooilhewrinen permission from A-1 Roof Tresses-AnilonyT.lomho III,P.E. i _I Job Truss Truss Type Qty Ply Std. Pac./68.11-El A XCAS6811AM E01 Common 4 1 A0119798 Job Reference(optional) AT-Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016-MiTek Industries,Inc. Mon Dec 12 14:35:26 2016 Page j ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-U iU LgeSwTR5ALr55gYAmuaQmwcl DY6zTIH—ledy9hrr 8-M 17-4-0 8-8-0 8-8-0 4x6= i 3 i 4.00 12 1.5x4 II 1.5x4 II 2 4 2 W1 W1 + I 1 5 rn to 15 e6 r 16 7 : e 17 3x4= 8 5x6= 3x4= 6 3x4= 5x6= 4-10-0 S 2 P 12-2-0 1 -6r0 17-4-0 4-10-0 7-0-0 -4- 4-10-0 PlateiOffsets(X,Y)— [1:0-1-10,0-1-8],[5:0-1-10,0-1-8],[6:0-3-0,0-3-0],[8:0-3-0,0-3-0] i LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.13 6-8 >639 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.15 6-8 >561 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 6 n/a nla BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:74 lb FT=0% LUMBER- as TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M . Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf,- WEBS 2x4 SP *Except* h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS W1:2x6 S SP 3 P No.2 (envelope)and C-C Exterior(2)zone;cantilever left BRACING-TOP CHORD and right exposed;porch left and right exposed;C-C Structural wood sheathing directly applied or 4-10-15 cc for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 puriins. BOT CHORD 3)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 6-0-0 cc bracing. rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 780/0-8-0 (min.0-1-8) bottom chord and any other members. 6 I = 78010-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 819 lb uplift at 8 I = 66(LC 12) joint 8 and 819 lb uplift at joint 6. Maxi plift 7)This truss has been designed for a moving 8 -819(LC 8) concentrated load of 200.01b live located at all mid 6 -819(LC 9) panels and-at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 8 821(LC 19) 6 = 821(LC 20) FORCES. (lb) LOA CASES) Stard Max:Comp./Max.Ten.-All forces 250(lb)or less except when shown. TORCHORD 1-2=;1018/842,2-3=-821/810, 3-41 821/810,4-5=-1018/842 BOTi CHORD 1-15=-766/1026,8-15=-766/1026, 8-16L-293/646,7-16=-293/646, 6-7=1 293/646,6-17=-766/1026, 5-17=-766/1026 WEBS 3-8=-630/507,2-8=-381/580, 3-6 -630/507,4-6=-381/580 NOTES- 1)Unbalanced roof live loads have been considered for this design. I i 6mc4 Iftttt errttT'l n'sw4e'A I L¢¢E IMSSEi{SEl(a}6EiflAl IEWS&COkT1nQ9sNsrnyl'Er(EE^:�tlOiT..C{uf!11'hm.rrdthsq!(amrtutmd rte3mi:tst(iisTh:tut t 3asivg8¢B}u4fteAt1(tFp Ilea»R;Et Et(st;tih!!I s?rer:e¢at:;H4ttrist mkd�t Gt 1¢¢,telp 6'.ilei rrettm!Fzessis¢uxil in tltlG¢hS!n6l isv Tntt¢:o(v h�us irt,sp'.MeT PEER p[k tttlfllFf iD¢ItE(!ftt7 fDtitl :PtE�d EII(t!flitil tFQISdIFittlERfl�i{dJtJ(IEt iti'�5(Mdt}�ainsthgiaedte Ce i¢¢rdp.nitti'Id.ik desigtnus{[�!t,l!ti+grtdaitts,mN:tuE Anthony T.Tombo I1I,P.E. of vu tt5islmssk;vnE4d¢q is 8t t!srttn(ilifdtL on%tEsonu'tcG:wr¢to oy!ttx9i Milos nipa,iaie urfuld*e lfGtibW"10,I.W1,06,4 ntersdl%I.keeTpttoif(C!ID¢va(ttF(itidru tl sle lrm,mid:ytrdtop,i'errs-!,ushllelite ttFirtmg tL96a'Sz nsfessF,a tJt( #80083 2aAA d-:a3.!s:wrt!9(m3nIN.Lltrd!s sel eq ie&!R¢ni tle pxtun¢tdddterresdlie trillue6rtpoSihh Mxrst1in;ELljgrEGstlpl%sd Sr(Aneieler!v;ed la geewt�iltrtv.RIh4!es:A!tegtrNd:itlet a9 dd:tsdite hess¢etieve,iress¢tigi'sgixit eAtrrsta>fuitrer,ca(ess 4451 St.Lucie Blvd. e"W.nn.t tet•.M hynGttntuRtei A!tMmtirq TT sAFWninalel.A!Inss[eup6Totuis F¢I".a!LS rrup:f,ti TnssSAuta(ryneerdrydtlb).All Rsiv-d2san aMork IFAI. Fort Pierce,FL 34946 Capyrishl02a16A-1RoofTrusses-Anthon T.Tombo[I],P.E.Reprobation of this documel,in an form,it prohibitedwithout The written P-nmission from A-1Rooffems-Anthony Llombo III,P.E. Job Truss Truss Type city Ply Std. Pac./6811 El A t XCAS6811AM EG7A Jack-Open Girder 1 1 A0119799 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@all truss.com Run:7.630 s Jul 28 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:26 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-U iULgeSwTR5ALr55gYAmuaQolcl gY51TIH—ledy9hrr -2-9-12 6-2-0 2-9-12 3-4-4 1.5x4 II 4.00 12 3 3x4 2 1 'W3 i Ll B1 ° B 10 5 11 12 4 d• d• 9 3x6 11 3x4 3x4= 2-9-12 6-2-0 2-9-12 3-4-4 Plate Offsets(X,Y)— (5:0-4-0,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.04 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:32 lb FT=O% LUMBER- TOP CHORD 2x4 SP No.2 4) This truss has been designed for a live load of BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 5)-Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 6-0-0 oc 6)Provide mechanical connection(by others)of truss purlins. to bearing plate capable of withstanding 466 lb uplift at BOT CHORD joint 1 and 629-lb uplift at joint 4. Rigid ceiling directly applied or 6-0-0 oc bracing. 7)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 200.01b live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation uidi nonconcurrent with any other live loads. 8)Hanger(s)or other connection device(s)shall be REACTIONS. (lb/size) provided sufficient to support concentrated load(s)274 1 = 408/0-8-0 (min.0-1-8) lb down and 95 lb up at 0-10-12,and 446 lb down and 4 = -17/Mechanical 936 lb up at 2-10-12,and 446 lb down and 936 lb up Max Horz at 4-10-12 on bottom chord. The design/selection of 1 = 125(LC 4) such connection device(s)is the responsibility of Max Uplift others. 1 = -466(LC 4) 9)In the LOAD CASE(S)section,loads applied to the 4 = -629(LC 18) face of the truss are noted as front(F)or back(B). Max Grav 1 = 408(LC 14) -4 = 440(LC 24) LOAD CASE(S) Standard FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max.Comp./Max.Ten'-All forces 250(lb)or less except ,Plate Increase=1.25 when shown. Uniform Loads(plf) TOP CHORD Vert:1-3=-70,4-6=-120(F=-100) 1-2=-736/962 Concentrated Loads(lb) BOT CHORD Vert:5=432(B)8=-211(B)12=482(B) 1-9=-429/207,1-10=-865/628, 5-10=-865/628,5-11=-865/628, 11-12=-865/628,4-12=-865/628 WEBS 2-4=-661/911,2-5=-878/563 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Nceo-xq rHsu zxs•^'are,ur€s€'!;K"IIRiSESPirta'�iE€f€St iF3biSCUNIJ`�Ki([4T9F1 INEEq SfLI)h9EQ:RiaP!!:o,R!its(a;igegavmtl;rt er(ragaa4rsn sWs'anis p!si,v[:!+!mq 6pjtagsiS ogT,iej€18:f.E tehnaz zs!at€efzrt oiz,lsksiab!rr4se idtiw6t1P6,bij Wletrc 'rqsmtheq€a!Phrhl'Ishr!t(.SseRsk•i,�in7�!gtoSrrrFe}s!±tLis=ela€€ti:Otte:!em7wxtx'..e.tCzq!ehs?seedtq-a,nu�requ: MSzi!s,sin:?.€gt!Snss9gkiicnf<!T:Qzd.,ol�i?IIlm9!rlgsrs�q:w!,kcsgmclJixt,uih3ild; Anthony T,Tombo111,P.E. nl steidn;tns f»sx€6e.tzgss isFe sdrdC!Cns,tf!Or!rh arCrrizdrtlxlM ls:'�.gas:3R',ap:neex+dtrz liC:4dlCnd!:zlmtirl-g:eamii%41.Txmr€I{3tS:Cr.!¢gF.cNrd r7A!b€sr<R,} €¢ka..7y slrc,u,Y7¢uerdhemq sr.R:rSzesyarzF.iF:ga t 80083 la tal€rgR:sip;re!4,htdn.Sltmassel€sfne•<sff;e!6mmasnd gnt:na414 Wtq C€?.w Lem blt nlrs.qsf rWn;inerdsi[€e!!tth!t,:eltaN'."f pit—Wie.,'e!!,WfAL,,a a Ma,d.F—Nviw.,tss*pi'p.to t:asRsa€imm€,w!!ss 4451 St.Lmle BItid. tf`-xx;;ed:ixl ggate€arl riled€!.ena^ieq Egegm6esarete:l.Tklin:s 6ssigr Erieeer is€9i tt X€itrgR!siq:eyr`:nss S!:ltaUecxtt elex+€uldiq.41(;piH€tt(!!m!Peii l:liete j€;Pbl, Fort PIDICCr FL 34446 fopyrig=1 v 20IbA-i Pod Ttnsses-Anlhaayl.Tamba 0l,P.F.9zprcdatliort d this denwel,in any lean,is ptabib7ad xifbauf the written permission.item A I loo(Ttossts-Anitaay I,Imbo 111,P.F. Job Truss Truss Type Qty Ply Std. Pac./6811 El A i� XCAS6811AM EG7G Jack-Open Girder 1 1 A0119800 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:26 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-UiULgeSwTR5ALr55gYAmuaQrdczgY3hTIH_ledy9hrr 2-10-7 6-2-0 2-16-7 3-3-9 1.5x4 II 3 Dead Load Defl.=1/16 it 4.00 F12 i 3x4 2 1 yV31 1 W1 ,..i LA ° 6 9 10 5 11 12 13 4 G e' 3x6 II .3x4 3x4= i 2-10-7 i 6-2-0 __ r 2-10-7 3-3-9 Plate Offsets(X Y)— [4:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL1 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.06 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.13 4-5 >563 240 BCLL1 0.0 ' Rep Stress Incr NO WB 0.48 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MP Weight:28 lb FT=0% I LUMBER- TOP CHORD 2x4 SP No.2 3)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP M 30 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. BRACING- 4).This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 4-2-7 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins. bottom chord and any other members. BOT;CHORD 5)Refer to girder(s)for truss to truss connections. Rigid!ceiling directly applied or 7-11-2 oc bracing. 6)Provide mechanical connection(by others)of truss MiTek recommends that Stabilizers and required_ to bearing plate capable of withstanding 365 lb uplift at cross bracing be installed during truss erection,in joint 1 and 590 lb uplift at joint 4. accordance with Stabilizer Installation quide. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid REACTIONS. (lb/size) panels and at all panel points along the Bottom Chord, 1 = 905/0-8-0 (min.0-1-8) nonconcurrent with any other live loads. 4 = 1337/Mechanical 8)Hanger(s)or other connection device(s)shall be Max Horz provided sufficient to support concentrated load(s)565 1 I = 125(LC 4) lb down and 245 lb up at 1-11-4,and 565 lb down and Max Uplift 245 lb up at 3-11-4,and 570 lb down and 240 lb up at 1 = -365(LC 4) 5-5-4 on bottom chord. The design/selection of such 4 = -590(LC 4) connection device(s)is the responsibility of others. Max Grav 9)In the LOAD CASE(S)section,loads applied to the 1 = 925(LC 15) face of the truss are noted as front(F)or back(B). 4 = 1337(LC 1) FORCES. (lb) LOAD CASE(S) Maxi Comp./Max.Ten.-All forces 250(lb)or.less except Standard when shown. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 TOP�CHORD Plate Increase=1.25 1-2=T 1854/732 Uniform Loads(pif) BOTCHORD Vert:1-3=-70,4-6=-20 1-9=L781/1720,9-10=-781/1720, Concentrated Loads(lb) 5-10r-781/1720,5-11=-781/1720, Vert:1 0=-565(F)11=-565(F)13=-570(F) 11-12=-781/1720,12-13=-781/1720, 4-13--781/1720 WEBS 2-4=I 1831/831,2-5=-377/1140 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DO(=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. i 5t�xtf'staaa;w�lreri;r,!h'A!IC6T DUSfEf;"StlE�1AH:E lErlliG{0YpT9tiC4irpld"CJ!Fiji(ATONiE6:-�EyTtum.Ty�f::ig�vsvten vtl,tslrvtnuRrsintspai4v[:ttivti P6[ml�eft�valT,TT�4v�,t.EL.itrvu Saxt3lz,tate,�I+:sd:aSU Acne�ttTP,Y1r ' kiletvuwavrPnvttstdtle tstt6v 5s[vGrt teAl kaL uCai�rapstn Gr,SPteiMEtlaa?_4t sednc7TrtgsxtCvmvaro' aa'krfrthssitt,.`wPae,¢gn:imnr;'�'usipstu'gl:imss d.�'sizecn@tP,Gnlr,eersrlrFL lf?leshrenstaqu�a:n:;, aer Anthony T.Tomb 1I1,P.E. tvisn vfonsnt Fnsp 6iYx7it,MresPta,L'hddsens.ntottdsc,timyti vanikt r.:t�sti>,e,4ut;ttmttdt5lr(,6tlutav:t ncslrat teswiTt4LTit rspead«tkt r8na tryhtu ntvtdt Ltss,is a�iy,sss�.if Batt adry gvan»sans vd 7« 80083 1i1r911ar4n�.timlreevhv,Ldati?S sti isleaeG:tnEtpiCritsuirktewiS«fill3e¢sr4iMtGSdth h(1#T';ta tTc-Y'SY(uFf1�1!TI tlTSSfIUSRr?ISMid r6 r!Et'«rf1:32G rrTI2t9:lttt?i435iSILiStlr rtti atTrt:s Rtsar.,itrssct+pc9aensi',xvlvadmxxr,artu 44515t,LUCie BIVd. vtlatst W,mlryrtvsRa9 vrvre3gnly wtgktr'Pates tinned.Th Tvays Devti Eruterls€9ThrTWr gn!pev,e`nss Spnmfceett alr;b+ildi4.Id nrgv!irflttmaesv ktaeinSPtd' Fort Pierce,FL 34946 foppightEG3tl1AAdP,aaflvnsses-AathonyUnmho III,P.E.Repradmrionalthisderawent.ie any fovm,isprahihikdx0honlihewrittenpermissionhomAi loaf basses-AnthonyLTomhaIIEP.F. Job Truss Truss Type QtY Ply Std. Pac./6811 El A XCAS6811AM G01G Hip Girder 1 1 A0119801 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s-Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:27 2016 Page ID:cS2yUAsd rwV4V5ztD I W WpPzm H46-yu2kuzTYDI D 1 z?gHEGh?Rny..GOKRHaidzmjIA3y9hrr 4-2-8 8-1-8 12-4=0- 4-2=8 3-11-0 4-2=8 Special Dead Load Defl.=1/8 it 5x6= Special 4.00 12 NA I ED 4— 1 3 H IT 1 W 1 d - 1 4 1O ` ^' 15 16 6 5 NAILED 17 18 19 20 21 e' 6' e- 6- e. 14 NAILED 1.Sx4 I NAILED 3x4= NAILED NAILED 4x6= Special NAILED Special 4x6= NAILED 4-2-8 8-1-8 12-4-0 4-2-8 3-11-0 4-2-8 Plate Offsets(X,Y)— [1:0-0-0,0-0-14),[2:0-1-4,0-2-81,[4:0-0-0,0-0-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.12 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.24 5-6 >614 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:47 lb FT=0% " LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M 30 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; " WEBS 2x4 SP No.3 Standard BRACING- h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Uniform Loads(plf) TOP CHORD (envelope);cantilever left and right exposed;Lumber Vert:1-2=-70,2-3=-70,3-4=-70,7-10=-20 Structural wood sheathing directly applied or 2-8-14 oc DOL=1.25 plate grip DOL=1.25 Concentrated Loads(lb) purlins. 3)Provide adequate drainage to prevent water Vert:2=-107(F)3=-107(F)6=-340(F=-65,B=-275) BOT CHORD ponding. 5=-65(F)13=-52(F)14=-115(B)16=-201(B) Rigid ceiling directly applied or 6-4-11 oc bracing. 4)Plates checked for a plus or minus 0 degree 17=-30(F)18=-275(B)19=-275(B)21=-275(B) rotation about its center. MiTek recommends that Stabilizers and required 5)Concentrated loads from layout are not present in cross bracing be installed during truss erection,in Load Case(s):#101 1st Moving Load;#201 2nd accordance with Stabilizer Installation guide. Moving Load;#301 3rd Moving Load;#401 4th Moving Load;#501 5th Moving Load;#601 6th REACTIONS. (lb/size) Moving Load;#701 7th Moving Load;#801 8th 1 = 1460/0-8-0 (min.0-1-12) Moving Load;#901 9th Moving Load;#1001 10th 4 = 1492/0-8-0 (min.0-1-12) Moving Load;#1101 11th Moving Load. Max Horz 6)This truss has been designed for a 10.0 psf bottom 1 = -32(LC 9) chord live load nonconcurrent with any other live Max Uplift loads. 1 = -653(LC 4) 7)*This truss has been designed for a live load of 4 = -644(LC 5) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = 1460(LC 1) bottom chord and any other members. 4 = 1492(LC 1) 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 653 lb uplift at FORCES. (lb) joint 1 and 644 lb uplift at joint 4. Max.Comp./Max.Ten.-All forces 250(lb)or less except 9)This truss has been designed for a moving when shown. concentrated load of 200.0Ib live located at all mid TOP CHORD panels and at all panel points along the Bottom-Chord, 1-2=-3125/1377,2-13=-3022/1352, nonconcurrent with any other live loads. 3-13=-3022/1352,3-4=-3181/1381 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d BOT CHORD (0.148"x3.25")toe-nails per NDS guidlines. 1-14=-1271/2911,14-15=-1271/2911, 11)Hanger(s)or other connection device(s)shall be 15-16=-1271/2911,6-16=-1271/2911, provided sufficient to support concentrated load(s)201 6-17=-1283/2963,17-18=-1283/2963, lb down and 223 lb up at 4-2-8,and 201 lb down and 5-18=-1283/2963,5-19=-1252/2966, 223 lb up at 8-1-8 on top chord,and 100 lb down and 19-20=-1252/2966,20-21=-1252/2966, 24 lb up at 4-2-8,and 100 lb down and 24 lb up at 4-21=-1252/2966 8-0-12 on bottom chord. The design/selection of such WEBS connection device(s)is the responsibility of others. 2-6=-142/589,3-5=-146/623 12)In the LOAD CASE(S)section,loads applied to the NOTES- face of the truss are noted as front(F)or back(B). 1)Unbalanced roof live loads have been considered for this design. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 ,Plate Increase=1.25 Zthreies-ll¢ rsa"INI,liw6".WIN*FHISSESj iFE[Er}.091I Im&(Ok'Ci007SO1ST01111 HI I' MOW ltrse Tvilp hsip pg tswi real¢a!:sarlasrmscss g!CnviarpDDigd&x Fei.e�J l.lei:s'1:F.Ereln:n;e�6z:13aee a;t Ueless Nk[ivisefinl er lt[TOD,&.? llltletfMU1YSS11fIi[it neirgnetDD6SeelDi.ii/Res Deslll Ew-1Reer{I.e,Spenelq Es{iFeux tle St1I11IErIDD:tyres[[q@Ltly"4vif sl Ct Jlaiefsie[IIsEHifeltr;RSlsl<IIJiI(5,ftef, dtaR.r lIeTlRfsltra<inile tDD i!IJ.etlef lPo I.IIP e!S�i elNgTe'Ni;he9e�gelagFS;"'ka¢ Anthonytl T.TOrnoO III,P.E. ali.s'dblt tons EOMIdens is DE r:ijeFSrriIA((IrIi.st,�C's0..-sau.4 ore orath&.1Nqlff.ivit..nd Its[it,1,rl".ia,Isw.1.6,9W.elfM1.Re[TreeddLI TOO.1 is,fili.;,dh,Tr."ml4grh'MI:H),YC'.iuulldom itEtrtlrtiiY'752�!rei(ebrli:lf{ iae�83 fa!{A!1gj C:S _r¢S IwSNx.S:IFNFS 59eAmCf ICD GI PI IISittts atl;efltDlesd6l lttll'ne tEgpi*:1 St19JlvagaaErir(alJe!1gSl15J IrI09I SICA EI telelA:H lir l[eegl�ilR[i IrtI iES[t16Pte5IiBpSIIkItNMlsd iIS I.RSS DepgN,Gas[esq,,'ap,n[etim;skmdaafflr,e::en 4451 St.00Lis i3 Blvd. Iav:fllet ie"e!{Yia Cntrffllrlfel JJiI If MMiIr TI tD Hfa!i inal:i liellrs C'RtiH L1HIet115 KCT�:h3 it CYC I.tr Tgis Slee3lyi![(elaJ hlllaT.aII gYRIRl:Ngs ll:Ri:t]?i to Rol. t44 Pierce,FL Bid. 10pprighlD2016A-1bafirusses-AmIsmiri.Tombo[it,P.I.Repiodu{tiasofthisdomment,inanyform,isprohibitedvriihoulthew�rittenpermissionfromA-1RoofTruses-Anthony1.Tamballl,P.I. i Job A! Truss Truss Type Qty Ply Std. Pac./6811 EI A i>• XCAS6811AM HJ5 Diagonal Hip Girder 2 1 AO1198O2 I Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:28 2016 Page ID:cS2yUAsd rwV4V5ztDl W WpPzmH46-Q5b65JUA_3Lua9FTnzCE_?V6WPlj04fmCaTrhVy9hl 5-10-11 5-10-11 3 2.83 12 10 rn 9 T1 0 0 2 i1.5x4 II 1 B1 e• 11- 12 4 ' � n 3x4= 5-10-11 5-10-11 i LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.06 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC _0.42 Vert(TL) -0.16 4-8 >444 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDI 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 lb FT=0% I LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 117 lb uplift at OTHERS 2x4 SP No.3 joint 3,234 lb uplift at joint 2 and 4 lb uplift at joint 4. BRACING- 7)Hanger(s)or other connection device(s)shall be TOP CHORD provided sufficient to support concentrated load(s)114 Structural wood sheathing directly applied or 5-10-11 oc Ib down and 102 lb up at 1-4-9,114 lb down and 102 purlins. Ib up at 1-4-9,and 63 lb down and 67 lb up at 4-2-8, BOT CHORD and 58 lb down and 59 lb up at 4-2-8 on top chord, Rigid ceiling directly applied or 10-0-0 oc bracing. and 39 lb down and 46 lb up at 1-4-9,39 lb down and MiTek recommends that Stabilizers and required 46 lb up at 1-4-9,and 14 lb down and 18 lb up at cross bracing be installed during truss erection,in 4-2-8,and 17 lb down at 4-2-8 on bottom chord. The accordance with Stabilizer Installation guide. design/selection of such connection device(s)is the responsibility of others. .REACTIONS. (lb/size) 8)In the LOAD CASE(S)section,loads applied to the 3 = 155/Mechanical face of the truss are noted as front(F)or back(B). 2 = 307/0-10-15 (min.0-1-8) 4 = 63/Mechanical Max Horz LOAD CASE(S) 2 ' = 126(LC 4) Standard Max Uplift 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3 -117(LC 8) Plate Increase=1.25 2 = -234(LC 4) Uniform Loads(plf) 4 = -4(LC 9) Vert:1-3=-70,4-6=-20 Max Grav Concentrated Loads(lb) 3 = 155(LC 1) Vert:9=85(F=43,B=43)11=63(F=31,B=31) 2 = 307(LC 1) 12=-16(F=-13,B=-3) 4 = 94(LC 3) FORCES. (lb) _ Maxi Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber D012=125 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chorif live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. ! W.4-11InesJrr.,Brht•kl P10r1icSIIi('iEllEd iEEgEIdt FFreJ58(ORSIIIf{S{ii5I9N['t;(Fi�d�i0'fi gF!{•hsa fet(Eesin ru:uetenad:nlrohsufvs ivss ues{S cnviar il6CiuA@e{�lesf LlearPl,P.E relen:e ktatas=UelnsUEe,vise snlsenike iOD,a,"� 67Fek sttam,dses sSili 4axal In aelCJinl:edit.{stlssss Paup Fearte:¢e.,Sp,tletl.f,gesa;Ea solos[F FDD:ep,tnn®smpnsedRe pdesuod eeprseiry reslnsu!FersEstes;suf&4xlt,FsashpiaeiutltleUtat.,n4rt FPla.4t Eetq,etas{tor,Isriuyneimns,stmkdur Anthony T.Tornbo III,P.E. wl red6islms�s en U&I is 0t ngnsd0d(d20ytn,tf=0nu'so:C'usn!d a3�Ess 6t to 164 me W111.itequesdd@e7e0 eil ees NeU.0 el ne rots,cidagtn!'ap,xsne,nsn6dinsedhedcg ia9kSe;rpsvo 3yd 180083 ttsrq:d�czs7rr ad(Mefx.i7eNr s9•AinQe ICDr.I IEe ptOttes al piielues tlCu lrildne�xp?:d Sentr h.'a.n:rtin(rC'1}rtk7n:ed!/IflalSrQ neidan•,dE:rpnml}+iina.Rilie:�s5ttests+v3'u5n¢l iA:esd P4 T.59"iten,rms Urfir E".e d lrrs 141.*&nden 44515t.Lucie Blvd. &" ise idnN by.(Mmq!nti".!.iNrlFel pro's insiul.It,I..resip 6pHk F(Ii I3Hj Gesi;—,lRs,SIM.g. ,a ef.1 Wial.All osyVd2usts:a II TIM. Fort Pierce,FL 34946 Copyright t02016A-IRuulimsses-Authon T.TomboIll,P,f.Re rodutticnofthisdorcmeut,inan form,is,olrbiledwithoutthewriflen ermissiontromA-]RoofTicsses-Aotluo LTom6o III,P.f. P>ri0 r P Y P P Y Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM HR Diagonal Hip Girder 1 1 A0119803 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc.-Mon Dec 12 14:35:28 2016 Pag — I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-Q5b65J UA_3Lua9FTnzCE_?V7MPkA00fmCaTrhVy9h -1-10-10 4-6-3 8-7-14 r 1-10:10 1 4-6-3 4-1-12 4 2.83 12 14 Y.4 ri eV1'22 of 11.5x4 II ` 15 16 7 17 6 °• 6 1.5x4 II 3x4=5 r 3x4= 4-6-3 8-7-14 4-6-3 4-1-12 Plate Offsets(X,Y)— (6:0-2-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.04 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.08 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:39 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Standard OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; Vert:12=85(F=43,B=43)13=39(F=20,-B=20) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope);cantilever left and right exposed;Lumber 16=-4(F(F=-2 14=- =-248,B=-48)15=63(F=32,B=3 TOP CHORD ,B=-2)17=-66(F=-33,B=-33) Structural wood sheathing directly applied or 6-0-0 oc DOL=1.25 plate grip DOL=1.25 purlins. 2)This truss is not designed to support a ceiling and is BOT CHORD not intended for use where aesthetics are a Rigid ceiling directly applied or 10-0-0 oc bracing- consideration. 3)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 4)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5)'This truss has been designed fora live load of 4 = 179/Mechanical 20.0psf on the bottom chord in all areas where a 2 = 418/0-10-15 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 288/Mechanical bottom chord and any other members. Max Horz 6)Refer to girder(s)for truss to truss connections. 2 = 166(LC 14) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 148 lb uplift at 4 = -148(LC 4) joint 4,248 lb uplift at joint 2 and 81 lb uplift at joint 6. 2 = -248(LC 4) 8)Hanger(s)or other connection device(s)shall be 6 = -81(LC 7) provided sufficient to support concentrated load(s)88 Max Grav lb down and 102 lb up at 1-4-9,88 lb down and 102 lb 4 = 179(LC 1) up at 1-4-9,8 lb down and 24 lb up at 4-2-8,8 lb 2 = 418(LC 1) down and 24 lb up at 4-2-8,and 48 lb down and 77 lb 6 = 288(LC 1) up-at 7-0-7,and 48 lb down and 77 lb up at 7-0-7 on top chord,and 20 lb down and 52 lb up at 1-4-9,20 lb FORCES. (lb) down and 52-lb up at 1-4-9,2 lb down and 5 lb up at- Max.Comp./Max.Ten.-All forces 250(lb)or less except 4-2-8,2 lb down and 5 lb up at 4-2-8,and 36 lb down when shown. and 5 lb up at 7-0-7,and 36 lb down and 5 lb up at TOP CHORD 7-0-7 on bottom chord. The design/selection of such 2-12=-678/257,12-1.3=-682/280, connection device(s)is the responsibility of others. 3-13=-641/270 9)In the LOAD CASE(S)section,loads applied to the BOT CHORD face of the truss are noted as front(F)or back(B). 2-15=-325/642,15-16=-325/642, 7-16=-325/642,7-17=-325/642, 6-17=-325/642 LOAD CASE(S) WEBS Standard 3-6=-673/341 1)Dead+Roof Live(balanced):Lumber Increase=1.25 ,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,5-9=-20 Concentrated Loads(Ib) rsiel-II<e<r!(S,ug;3lrnieriie':-1306i1r4SSrSj iF(tFS j;6EN7Ar1EtU3E(Jk2iIl0AS(9S10N,"tu'(Et lei'dg!�Er71lrlord.rind(de!0rumAns nuimom.serids ims Ceslp:milrn)W5,AmW?r.lest!'7;P.EAd...15>:tww'ok Wlnsdkesvise ssdNoGt iDU,a!1 i4ieisaea.Ktm r.1'Ra SIf11X15el tef dilrAGhleei lse Less easip Frrirea(!.e.;Sp!tlelry rgiae!�Ca sed ee rerTeDrHrsnG eeruep7a;¢eft&{rdessurd eegr¢e!sr rtsro!ih!urGrlFe ies!q ate s*-Inss&pdd ene IDD Wr,u4r17rL lrx!!sip ns,rsrFsr;Revq rMrtuss;airteJn Anthony T.TOR108111,P:E. OI eL deli l:fi!rArrtf Gl!tRrhUE¢S)IE'.S7R(d1YOY1.Yv !� SOA:AL`nNL]310r G1(IIIll:r elilRN.Ii!S!UFIt!}d Ge III.Gil{i OS Gf IiRIFi IE[SUS<e'A1PiI.R![rj!trdilQtlOg 01(fF/hdlrtl dntk s,alith3band R m;Oves'�Naffd .41 gwbeYe...rmG`3Pt( 80033 ' rseasrngg4 r¢4(vseS.i7eN<ssdoAe6213WMpanetonlptdseserGirel![o((:slraSdelrW ccwt[5}rcnb3!}IflalSi(imidasNhrgeurdgsa¢IFit�nis5silun39an¢#i sd4iirasDrAnu,t:scrga a metess!aaawmr,w,ss 44515t.Lucie Blvd. i3>reiseidwlllohNtdagr¢4araiarrisiegE(rgru5esinda!_Haim,!rsipr,�,en!s&al esa3age2sib:cirin!sitsh3lvraee,d�Iu!dag.u!m,'aGfn;usneoct>r�:rhntl. Fort Pierce,FL 34946 e (opyrighl 0 2016 Al Roof Trusses-Anthenyl.Tomho III,F.E.Reprodu(tion ofthis document,in any form,is prohibited without The whin permission from A-)Roof Trusses-Amhony1.lambs llf,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM HJ7C Diagonal Hip Girder 2 1 A0119804 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:29 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-vH9U IfVpIMTIClpgLhjTWC2Kdp5CIVzwRECPDxy9h 1-10-10 2�-15 4-5-0 6-5-14 8-7-14 1-10-10 2-4-15 2-0-1 2-0=14 2-2-1 5 3x4 2.83 12 4 18 0 r, 17 2 W3 4 1 m N 16 32 N 2 1.5x4 II 3x6 II 8 20 7 19 a0 1 2x4 11 4x4= e 19 n 11 10 6• 1.5x4 11 4x4= 3x4= 2-M 4-5-0 6-5-14 8-7-14 2-0-0 2-5-0 2-0-14 2-2-1 Plate'Offsets(X,Y)— [3:0-0-4,0-2-81,19:0-3-1210-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.36 Vert(LL) 0.04 10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MP Weight:49 lb FT=0%t4 LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT HORD 2x4 SP No.2*Except* 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) 83:2x4 SP No.3,B2:2x6 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope);cantilever left and right exposed;Lumber BRACING- DOL=1.25 plate grip DOL=1.25 TOP CHORD 2)Plates checked for a plus or minus 0 degree Structural wood sheathing directly applied or 6-0-0 oc rotation about its center. purlins. 3)This truss has been designed for a 10.0 psf bottom BOT CHORD chord live load nonconcurrent with-any other live Rigid ceiling directly applied or 10-0-0.oc bracing. loads. MiTek recommends that Stabilizers and required 4)-This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the i bottom chord and any other members. REACTIONS. (lb/size) 5)Refer to girder(s)for truss to truss connections. 5 = 54/Mechanical 6)Provide mechanical connection(by others)of truss 2 = 417/0-10-15 (min.0-1-8) to bearing plate capable of withstanding 38 lb uplift at 7 = 414/Mechanical joint 5,255 lb uplift at joint 2 and 227 lb uplift at joint 7. Max Horz 7)Hanger(s)or other connection device(s)shall be 2 = 166(LC 14) provided sufficient to support concentrated load(s)88 Max Uplift lb down and 102 lb up at 1-4-9,88 lb down and 102 lb 5 = -38(LC 6) up at 1-4-9,8 lb down and 24 lb up at 4-2-8,8 lb 2 = -255(LC 4) down and 24 lb up at 4-2-8,and 29 lb down and 36 lb 7 = -227(LC 7) up at 7-0-7,and 29-ib down and 36 lb up at 7-0-7 on Max Grav top chord,and 20 lb down and 52 lb up at 1-4-9,20 lb 5 = 54(LC 1) down and 52 lb up at 1-4-9,2 Ito down and 5 lb up at 2 = 417(LC 1) 4-3-4-,2 lb down and 5 lb up at 4-3-4,and 68 lb down 7 = 414(LC 1) and 54 lb up at 7-0-7,and 68 lb down and 54 lb up at 7-0-7 on bottom chord. The design/selection of such FORCES. (lb) connection device(s)is the responsibility of others. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)In the LOAD CASE(S)section,loads applied to the when!shown. face of the truss are noted as front(F)or back(B). TOP CHORD 2-16=-478/199,3-16=-482/219, 3-17 -822/424,4-17=-810/418 LOAD CASE(S) BOT CHORD Standard 2-19 269/450,11-19=-269/450, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 10-11=-325/547,9-10=-223/420, Plate Increase=1.25 3-9=458/815,8-9=-445/788, Uniform Loads(plf) 8-20 7-445/788,7-20=-445/788 Vert:1-5=-70,10-13=-20,6-9=-20 WEBS Concentrated Loads(lb) 4-7=874/493,4-8=-125/312, Vert:10=-4(F=-2,B=-2)16=85(F=43,B=43) 3-10=-659/391 17=39(F=20,B=20)18=-26(1`=13,B=-13) 19=63(F=32,B=32)20=-136(F=-68,B=-68) ift�deytl<e4ISa4tSyrte4i:.6e'k13DCr1tD53firSEitifyGEtl!IIIIEUIfErONIIIfISNSfQ9('tCfd'}S�PR!3EAftlrii(£LYEI�(itifrl rU4f3liH39Rf1EP�P'�!59r(LSTfPIi Vli:rl:(4YIAyjiDD}Ratk t4ife6)I.T4E1fID;P.L It1ti?9[t$Ile:}�p�C4P:G lJdlSftl�tt9lit ihit(it llf rCD:�ij j off el s!)kns!It,0,EDinI!nld.Is,Tnsso?SITtrMIRef1LG.S)",Itlffr[pFNI i]t1t1I111iYTDDItr(?fEt15fHW!(1`.i:l4rltfr16k1i1RiItE4Ef4!Ising ntllAJ}4(R2(Ki'at.v-01-6yativ. DDa>Ir.nsstTn�t.Tseeci:;,naeyDni,Ittdrytr4i�rr4:,:<crttam Anthony T.Tombo III,P.E. 4>In[dtlitT:en7!4eTM7tit9 is 64 s:i;u:ikilR(dlu Onn,2tTntlsao'ate?ie3?hNBtlriF¢rDtsi!tH�o:bs UEluidrtC lrl.lS:iSinGtltlNal4IdtgUEtWiM I.P.egirlldd@t TDD 4al In k1l and nlrross,o iilykad!e}."a?R iEShlltliR e[GIl'ug a9 l:h:IIS(-6flyd 380OB3 Re{.'Say:rs: :us(tY.'4dN.S:IeaK s_44A IBB4IDDrint y1491[4s m0 y4i/true 4lnrrrilluy[eai9.rd salt Ma¢4544(rLViy446stes>,I.Nu4l Sti34reseleta:edhryeeuilpilaa.mi&:¢xi5nes(teidihesuaa:9"xtdreTnfs Dssinn,Tm:DE5;g35ytett o4dTrtss umJtutry¢::ss 4451 St.Lucie Blvd. e5-u.rs:trMNgtrm�4l aye<rlaptsh.n5sg t±dlrysesinay.Lllt[mss rx;ipSy4tnts seT"..tWiy rksigs.et Tnss synea�iveedaFgSd'do}tD atr:iaftmstr:es Lfaa(unFl. Fort Pierce,FL 34946 A - (opyrighTu�1D16A-1Rooi(rnsses-AnthonyT.Tamho III,P.I.Repiodudionof this datament,in any form:ispohllhednithoutshessritteapermission from A-1 Roof(resses-Anthony 1.Tombo III,P.P. Job Truss Truss Type Qty Ply Std. Pac-/6811 El A 4— XCAS6811AM J5 Jack-Open 3 1 A0119805 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:29 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-vH9U IfVpIMTICtpgLhjTWC213p6AIXuwRECPDxy9h 4-2-8 4-2-8 3 4.00 F12 N T1 rn 2 1.. x4 11 131 A 4 2x4= � 4-2-8 i 4-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.04 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:17 lb FT=0% LUMBER- TOP-CHORD 2x4 SIP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SIP No.2 to bearing plate capable of withstanding 98 lb uplift at OTHERS 2x4 SIP No.3 joint 3 and 196 lb uplift at joint 2. ` BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc LOAD CASE(S) purlins. Standard BOT CHORD Rigid Oiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 122/Mechanical 2 = 295/0-8-0 (min.0-1-8) 4 = 50/Mechanical Max Harz 2 = I 127(LC 8) Max Uplift 3 = -98(LC 12) 2 _ -196(LC 8) Max Grav 3 = 122(LC 1) 2 = 295(LC 1) 4 = 77(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,- h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 8eeier•Plear dnuddyaai:rp>'2130fn(CSSKj iFi(F1')HAfl!(iFLUSBC]�iIIClSWfr94I'tP(Ei)diCtlpfi:EidJ7EYT Irm.YriF(lesi(F ramde!c ndr!edmk!afils rrv!t7!!!�Cavier;lU6jv!@eAtl.!Fdr.l!san,rEr!In:eaSStN�.anr e:a gdnsWk!rvi!!!mdn Rs iPd,m;r wr!tnamrrcnou5e !sianeRoas!nos.dsernssoes>(e <;!.e_,sr !M(yoe�;eadaartoonr <m��!pa;earterrrx,s!ar!Fq�mFr!nra<.aauf6ra!dngui�erat!rscNa!dan+mnnr.adat�l.ircdn:yer!ustna!,Iangarin+Fs;s+mtlnq'' AnthonyT.Tornbo III,P.E. Nd On lSnis S.'ES!t1'a!rilll'6rNH!1?S!IE'.II11(!IFI!OVin!tll7Yln5th!llif�Vj9!nner(IrllFr glSlflHw�!nF!m Fnr:Itt.n:u;a(n!nntt �nr!wtn t.uen�nvtn!tnnad+ern!Idn!!�n!r!�r.mFdayr,dl�3:e�!!r:.n;nnnnrnaGrdgss.akm!nrrel!�err!r 80083 e rL'ra(gin'p1rM(iYJGIN.hearasxnaAllR!ILiFa114epo9Yesradgri@fund(i!rnlli!r(evteratSdtlrtv'a¢uieelL+ilre:ln!Mallflu95t(Anenl!ra:ednrr!uN}+idareRilde5cx!'ulnslnst�iu!a9dA:nd1!sGnsU!unn,r:nse+sq6gnnmtnssV>va=rrn,�.•!n 4451 St.Lucke Blvd. ! DaS'Yln(!hENIIIWnd gwdIDda it Nilnerrl lO Itrom ind!!l.1f3lnif rYL�Odf1aN l!6Crd!AdBai reYdfer:trtaia Slide Crytaeudwr lldda}IIIn'a5adxv!atndd9:dURII. Fort Pierce,FL 3494A6 Copysight02016A•]ItafBosses-Anthony I.Tombolll,P.I.Reprododicnofthisdommect,incoyform,ispmhibiledwithoutThewrittenpermissionfromAdRoofTrouts-AnthonyI.TomboIII,P.I. Job Truss Truss Type Qty Ply Std. Pac.16811 El A A XCAS6811AM J7 Jack-Open 13 1 A0119806 I Job-Reference(optional) Al Rdof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc.-Non Dec 12 14:35:29 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-vH9U IfVpIMTIClpgLhjTWC2GOp?8IXuwRECPDx0h 6-2-0 6-2-0 3 Dead Load Dell.=1/8 it 4.00 12 i ' o 1 r o N N N I 1.5x4 11 2 c 6• ri• 6 4 3x4= i 6-2-0 6-2-0 Plate'Offsets(X,Y)- f2:0-0-14,0-0-121 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL1 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.13 4-8 >583 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.19 4-8. >396 240 BCLLI 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC20141FP12007 Matrix-MP Weight:23 lb FT=0% LUMBER- TOP CHORD 2x4 SP.M 30 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SIP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearing plate capable of withstanding 151 lb uplift at BRACING- joint 3 and 224 lb uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. LOAD CASE(S) BOT CHORD Standard Rigid!ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 3 1 = 189/Mechanical 2 378/0-8-0 (min.0-1-8) 4 = 75/Mechanical Max Horz 2 I = 167(LC 8) Max Uplift 3 = -151(LC 12) 2 = -224(LC 8) Max Grav 3 189(LC 1) 2 378(LC 1) 4 114(LC 3) 1 FORCES. (lb) Max.IComp./Max.Ten.-All forces 250(lb)or less except when shown. I NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf, h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;Cantilever left and right I exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOLL 1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom choral live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 'datie}-flan deeSJ}eeri:+6t'S-I BODe130SO("511101)..EAR SI JIMa(30110ISW5ID4rItTilJ4(IOIDALiIWIrIl:a.rcih 3esy�ruanters and r!Mw!esnivsrmlDtl�yeDrevit};IDL>iut@e relrer Lleiul7;PE iduu:eSh>:t*ue'ture Deltssd42rvise s6tel oe lle IDO;aelr SiTltnnzNt}'.aAI SI:II'xx!(leI}tTGDnl3 elD1131 Tress D!sgt Eeaa!eQ.e.,Sptasfry Fepteea&sednntlDD:ryrnet!o�patslrte}rahssimletpuM2{re2}n<.ikda}(nReGs:gtdNx sa�aTrtsset}isteeuee WDe21},nln iflt.ih fesi}t nua}enl,leedgneiai.ts;seatk!Idr Anthony T.Tombo lll,P.E. oul.udlial-fir.gkilear is 11tus}nsikdlt4N Ilb Omis.a'u!a:d.Snte6,Ideal Nsiae,udeethdaaelr(•Oe3,Wfit is!tr•ht9Fequ(e mA171-I.heslpedtllle TDO n(et}Deid ntdlie lrrtt,ialdu}kJ'u}tbene:ItsRDuiu vdkteay sae7le"eernptulLi]rcf =80083 IL+[rt!da}Des: raJ(uanUr.i!lnhs s4eAletlelrJlci ne}rxtaes nl pifeiien.Ihe r:Ot4eb�wul SeMr'a.'arre4e1160}ulis!rlorlfl vlitQneulnm;edltr3teeN}nlltu.IPIe5u51tlt�tec32i5n tlflR3so!1!a lan Desieru,Tms:t^>gi'syuumlress katdwee,sc'tls 44515t.Lucie Blvd. e"wriu Etfbed hra(nmalar!nlapn is ertiter l(eD rsreesintrl iet inn rKsip upemhhrl sleS.d9ar[e9 :.eTrtss Srs!ea Earned daq 6eiMS}All o7aa'.ittdausmnlsiial is RFl. Fort Pierce,FL 34946 (aRYfi9ht3T016Ad tool husses-Anthony 1.Tombo 111,P.E.Re roduaien alibis domment,in any form,is prohibitedwithout the written permissioniromA-1 Roof Trusses-Anthony I.Tornio 111,P.E Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM RA Jack-Open 4 1 A01198O7 Job Reference(optional) Al Roof Trusses,Fort Pierce;,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:35:30 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-NTjsW?VRWgbcgSOsvOEi3QaQGDJaU_83guyymOy9hl -1-4-0 2-8-0 6-2-0 1 4-0 .-2-8-0 3-6-0 4 Dead Load Dell.=1/8 ii- 4.00 12 0 0 3 cv N 1.5x4 11 2 - 19-- 4x61 6• 6• ri 7 6• 1.5x4 11 2x4= 2-8-0 6-2-0 2-8-0 3-6-0 Plate Offsets(X,Y)- (6:0-2-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in. (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.16 5-6 >468 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.19 5-6 >377 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Cade FBC2014ITP12007 Matrix-MR Weight:25 lb FT=0% ` LUMBER- TOP CHORD 2x4 SP No.2 3)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP N0.2*Except'B3:2x4 SP No.3 chord live load nonconcurrent with any other live `OTHERS 2x4 SP No.3 loads. 4)*This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members. ROOT C p T 5)Refer to girder(s)for truss to truss connections. HORD 6)Provide mechanical connection(by others)of truss Rigid ceiling directly applied. to bearing plate capable of withstanding 118 lb uplift at MiTek recommends that Stabilizers and required joint 4,217 lb uplift at joint 2 and 26 lb uplift at joint 5. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 4 = 165/Mechanical 2 = 393/0-8-0 (min.0-1-8) 5 = 106/Mechanical Max Horz 2 = 167(LC 8) Max Uplift 4 = -118(LC 12) 2 = -217(LC 8) 5 = 26(LC 12) Max Grav 4 = 165(LC 1) 2 = 393(LC 1) 5 = 124(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-415/275 BOT CHORD 2-7=-438/435,3-6=-435/438 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 'da1ry-rltatA.'*TPari:.fie'l1 WF1TDSS:SFiEilir}WWI IINN(OR(yDUTS[U904{'rDSN"y7DUA"WN'tr km T"4 dn(,n yatt3dus.1 1.1,et fiiJ Imte:t;p.rnvi3y(F)mdite,bq LTW4l,P.L ldtrwSMt dne OL Uh-4ttvite 4tQl to'Pt 1DD,,mt[ Anthony T.Tomb 67Tti tEtEMtt yieRi 53dl4e nEl:allelDTlnit nlil tstT3nsD siyx Et,wr(I.e,f)tdtttl rtyilft!p[@It118t tEITDDttyfefftlftBtUl,$S:tt[ISlylttStilt!ly14ft11F(ItJPftSfitlT,fi(IF1[t5:yt 5TCE5!Pijl?T'KfCej1(IH tI RI TDD 08I(,t91t1I(II.TktE!f�EtSH6T(ittJ,IEKftyfltN1I11Efr SiA[('811T o III,P.E. otlEdsaT:J mri�yitmEt:�tETan[dc�ong,��.tds.:om;nat3ntntda�rot ,. �oEJmt(mn(.n:a[t1:fiElmitalnyotetMll-I.Re��neARE1CDn[IErtiel7tudYseTrn;iixytda}4rg:,emrautultrtuycrSrtat«s(anas:g[ 480083 de rdbsy>tigJN(w?E6Jr.l7edE;s9 rA®ht lDD a[MyJ:;3zeE ml gtildiln erhtldlfny6aetl Sddr ktaenn(r6riye!Uf'.r!lTlfl®fit(Sneldnte;H hryeenil}EJn2 IPd&4ef MttEST(eil'AlStJ«1dRese!ESImiOetIEEEI,IJtSJ DE4yES;fitet¢l Reif G'athUaer, en • Fii111ftEeM1LHSti[tthd:ly!Eelt(381E/)16EyIYEOrLfStSIRibIE:r.rt:rR3fI4L�lEt}6tNtiG(T�?PI.L]yE1k,R'LnTfeSfS�3rIPi1M(OIWTTLIIOy.rOl1)itt:lIG1248G:ei1�>'nt(r[(. 4451St.WeiaBlvd. ♦ Copyright 01g16A-IYoafTFort Pierce,FL 34946 msses-Anthony i.inmSoIII;P.F.ReprDdUttionaf this dommerr,in any form,is prohibited without the nritlenpxmiseion from R-1 Roof tresses-AmIUeyT.TDm6D RE.III, Job �i Truss- Truss Type Qty Ply Std. Pac./6811 El A N XCAS6811AM J7C Jack-Open 4 1 A01-19808 I Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35.30 2016 Page I D:cS2yUAsdrwV4V5ztDI W WpPzmH46-NTjsW?VRWgbcgSOsvOEi3QaRu DIdU_83guyymOy9hl -11 0 3-2-0 6-2-0 1-4-0 3-2-0 3-0-0 4 Dead Load Defl.=1/8 it 4.00 V2 7x14 MT20HS= _o 3 0 I 1 CV CV B2 1.5x4 11 2 Io Lil 6 7 6- a" 2x4 11 2x4= 3-2-0 6-2-0 3-2-0 3-0-0 Plate Offsets(X,Y)— [3:0-1-12,0-0-9),[6:0-M,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL1 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) 0.13 5-6 >555 360 MT20- 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.15 5-6 >486 240 MT20HS 187/143 BCLd 0.0 Rep Stress Incr YES We 0.00 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:24 lb FT=0% i LUMBER-TOP CHORD 2x4 SP No.2 3)Plates checked for a plus or minus 0 degree BOT i HORD 2x4 SP No.2*Except` rotation about its center. B2:2x4 SP No.3 4)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 5) This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where a pudins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 2-2-0 oc bracing. 6)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 7)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 111 lb uplift at accordance with Stabilizer Installation guide. joint 4,224 lb uplift at joint 2 and 36 lb uplift at joint 5. REACTIONS.'(Ib/size) 4 i = 155/Mechanical LOAD CASE(S) 2 i = 378/0-8-0. (min.0-1-8) Standard 5 = 109/Mechanical Max orz 2 I = 167(LC 8) Max Uplift 4 = -111(LC 12) 2 = -224(LC 8) 5 = -36(LC 12) Max Grav 4 = 155(LC 1) 2 = 378(LC 1) 5 = 116(LC 3) FORCES. (lb) Max.!Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP'CHORD 2-3=-419/344 BOTCHORD 2-7=�503/447 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and rightlexposed;C-C for members and forces 8t MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL--1.25 2)All plates are MT20 plates unless otherwise indicated. I a�Ft?t-rtmFdsrnl'Jlmi:.ri?'a-lr�eril;srsis(uaj5(caul(wsa(a�ran�ssmsinaCs,r(r�a�ex;:rsa�rtFmrer�yesgtrusaencFa:Fang?surt�iimsseFsg7ara,u:rpr�;ss,artea:mFc�(.iaai.n,etGtnu;ea?ea?r.Fe:_uetnsFls?n�stsuiraairFmo,�q e rer:F«nrOn,ss>Itsen?a�arorteoua:n�u.iirlF>sso?Sllt(t!—i"!spadlttiFFFpt%FNI611gtoo r,pasrts 18turqlu-.FFrlte .0,4fiq"'Fil!Iddyferhe lmipftA"1?T"s'f?wd 6,lDo',1y,11(!!MI. Anthony T.Tombo 111,P.E. U(LSI It dK ltetlkrtr Gllelq is OF i?L(tFsaad(dG!OvLN,iF±IIYIl�TPA':Nnt?E L]?dPltf Glfrts hlslilA,D UFIlddr?e lQ,la?Ir(Oalll le[LL(P FIR. . ?1-I. ... ;Be033 O @e rA'fagSeig+vA(uredsr.a0W-9 rA tift,MUM It.pF:tueseaayti(dnn on,Wool(.'F.A5d?Itk',aP.ci?t(!U}riklnhs ellPlaolSr(A Lretel."IIrleend pl.".It,,I el s ne�miliitieetdW:esdlFxlms Cesin?F,imscFsgF6tveu mllren kmdnlaer,�less 4451 R.Lucie Blvd. a�riiu/Ft¢N lyaftNClspFsA�:t4+siiGtr aS Fg iFSFetin9el fir ita sLxu�hginxis Fold?Gd.5y6 ilF?r.trI."Itsteu 6tu?erdaq atilrst.all m?t Wwosm?os orfmi u 1111. Fort Pierce,FL 34946 (oppigldD2016AdtoofTrusses-Anthony 1.Tomba III,P.E.Reproguoica of ibis document,in any form,is prohibited without Ike wrinen permission hom A-1 Roof Truses-Anthay I.Torabo III,P.f. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM RD Jack-Open 2 1 A01198O9 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.620 s Ap-,30 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:31 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPztnH46-rgH E,iLW3HJTRcz2S6mxbd7bNdfvD RODuYhVlgy9hl! 6-2-0 6-2-0 2 4.00 12 Dead Load Dell.=1/8 it 1 0 N N N Bi dI• 6• di 6 3 3x4= 6-2-0 6-2-0 Plate Offsets(X,Y)— [1:0-1-4,0-0-6) LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.14 3-6 >507 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL)- -0.19 3-6 >382 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 6)Provide mechanical connection(by others)of truss B CHORD 2x4 SP No.2 to bearing plate capable of withstanding 103 lb uplift at BRACING-TOP CHORD joint 1 and 154 lb uplift at joint 2. Structural wood sheathing directly applied or 6-0-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 275/0-8-0 (min.0-1-8) 2 = 195/Mechanical 3 = 80/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 = -103(LC 8) 2 = -154(LC 8) Max Grav 1 = 275(LC 1) 2 = 195(LC 1-N,- 3 = .1-16(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Encl.;GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=125 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. tW.ml'n(r,rrth,rgtly wit.6,1(rarra Kits((1111 lGI,UTimA(or(+ncasnxosci:d-;a�w061.50rrlonn. Hyde,ier�a�e�l�drEoa :arlr»(ceeQ r.iEr�oc}�aee(ntEgr.iers,i�,e.rrn e,au s.to urhreulrr�:eanEdreite oo:�y Rdreh!Eec2N(r:C2r skA1It 15:((Ef llerCUpS3r16d.rSerressO?elrt(tpce:'72.,Sp::¢I¢Fedi[tupix Sellll lEiroo flteMfltltemlpn;PLdRlphS:Iltd![�I[etll[r(Hrie<IId`AJ}IIILl Ie5iFt4}ASS!ByJa imssdeNne2nttelUU uilr,aodui?Id.TEe dts3arsusptors,loE�e�neiebvs,nihhla. Anthony T.Tombo I11,P.E. sAruefts6lnslirn.lFild6r is He rei,es:rtildpdtb Ovser,Ce Ovaer'se&bn:edep>etutle ddeiy OesipEr,uis uEletl ellh ld(,5e6(ottle bralkoJdt�ode srdl"I.Itequesdsftke ID�ndeEr field nr rl norms,celdEglsdL2y co-ere;,emnr�enetnuryzeakyerecp,ssrysf 80083 tt2rridiur8.nyxeud(ae3nU(.V.TtiWeAi¢QeTC M[hpW—tpihrnesd6ergltnr[tgeu>ISdr¢1Cmue:ur(lUEJptIn�l9riflnvlSKrere,elnn::dhrreensl;.idaa.11Fie242sroeleslws�aSnerAdA:erdl(21msPelirEn,rmsce:ys(27nesNlrs.s6'.uAnMer,ea'sss 4451 St.Lucie Blvd. smile{ekNlpa(ee¢ply:eed lrtgenlnr lr sl isr5es inJeel.ri:rnss(>cas�roee(anete:d.sy(2v s.erinss srre9 Spsett s(e.Qsu�ds mua:e)(estevs sendAi:d(slru. (epTright02016A-lloollrusses-Anthonfi.Tombs Ill,P.E.Repmdomonof this dommenl,in any form,isp(ehiDed without the written permission from A-1 Roof Tresses-AnitonyL Tombs 111,P.i. Fort Pierce,FL Blvd. l Job I Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM RE Jack-Open 4 1 A0119810 Job Reference(optional) Al Rcjof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:31 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-rgHEjLW3HJTRcz2S6mxbd7crdffDRODuYhVlgy9hl' 320 620 3-2-0 3-0-0 3 4.00 V2 Dead Load Deft.=1/8 it i 0 0 1 2tSZ N N ' 1 S 63 to m 3x6= 6 ' 2x4= 7x14 MT20HSII 3-2-0 6-2-0 3-2-0 3-0-0 Plate Offsets(X Y)— [2:0-1-12 0-5-41 [5:0-0-0 0-1-12] [6:1-1-4 0-3-81,[6:0-0-0,0-1-121,[6:Edge,2-10-41 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.15 4-5 >495 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.18 4-5 >397 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:22 lb FT=0% i LUMBER- TOPICHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live B CING- loads. TI�CHORD 5) This truss has been designed for a live load of Structural wood-sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where a pudins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied. 6)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 7)Refer to girder(s)for truss to truss connections. cross bracing be installed during truss erection,in 8)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation guide. to bearing plate capable of withstanding 93 lb uplift at joint 1,113 lb uplift at joint 3 and 34 lb uplift at joint 4. REACTIONS. (lb/size) 1 = 295/Mechanical 3 = 160/Mechanical LOAD CASE(S) 4 = 126/Mechanical Standard Max,Horz 1 I = 126(LC 8) Max Uplift 1 I -93(LC 8) 3 -113(LC 8) 4 -34(LC 8) Ma Grav 1 = 295(LC 1) 3 = 160(LC 1) 4 = 142(LC 3) FORCES. (lb) Max.Camp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 1-27 469/406 BOT CHORD 1-6 -581/480,2-5=-480/581 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)All plates are MT20 plates unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. i PiaN .&CM•"&'ta'jkei:v of"I 1 INN BUSSEsiMtn G-10.11lax pap'r)pS:iiD6!'rDefl']k(n9t7E(�YigP?tto.fv#y kaP r:sr:ttKsmft.M#ttn es�'srnssC:�p[tsn{W}t:d?:+e#ett,rtgT.izs,4f?.rl.lehteuSuetOelxe rs+.3slt:se"x,rise rlshe r»dtT;fr,s if N-itt�lkrglmzs 3aDkntr6r asrngt xlil i;arz:r Dt ss{x:, e,sse:rfr Geu:f,=s,7t�Dre:n:tssaa:t>rises.,!wgtdr, «t:t�.grs a::'.arnr r:�rteazsts,:t:rssa>�atas.�+rot�k,.,r�trla gpca�,. rx:as.D rsK:rs,f,sF�s Anthony T.Tombo II'_,P.E. sdit doss I.I.M at tng,r.3 dde canmsDrceh,aNet-d ddatt'4gh'*y1w't'.'A4fNp(6eU(esd dtlmlSudxg tesm#iEN.rx n7Frerilzitel:D and aeyDeldredde ita;,(rMe{tm'li.a�s4 g+u#7 rsiFrus�s'�.1'sttattssryss�>:7a 480113 44515t,Lucie Blvd. liersi(#by DnyanadtudeR,r.tin,L•ssdrto§±r,ri tGpefitsn# ierndsH'.deto3oq tagrsed sdnkh:sa`iaks'}ger;11}!%md SKS ux rehis,c 3z gsk,l y,Haa.TtN dsFan aa:etymsiNL*erns#aiasal2srrtss a.+.i�rr,cross ws:g,ogi!tr sf':mstisdacuu,stiess d'.af;sad"a:#SraGxRzl,gtetep;sGnq 17 {atRshee6t#.tit irsn Des(gtE,gisee(s[Tdet.ilrmy D±slgt!t,H'nIS S(Tits Essieetdmlutr=fg.l:I tgUste9tnasaea#ernsg G`:Fls, Fort Pteiee,FL 34946 (oppriDFt 020ib Ad tool basses-Anthony Uombo 111,1`1 Fepredodion as this doom al,in onrlmm,is probbised Vi'lli ttbenriften permission hor,A HoaRensses-Aobney L fombo III,U Job truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM MV2 Valley 4 1 A01 168111 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.630 s Jul 28 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon-Dec=12 14:35:31 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzm H46-rgHEjLW3H JTRcz2S6mxbd7lBdtgDRODuYhVlgy9hP 2-0-0 2-0-0 4.00 12 2 1 T 131 3 2x4 I LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.-25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:5 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Bearing atjoint(s)2 considers parallel to grain value BRACING- CORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building TOP CHORD designer should verify capacity of bearing surface. Structural wood sheathing directly applied or 2-0-0 oc 7)Provide mechanical connection(by others)of truss St St r to bearing plate capable of withstanding 18 lb uplift at BOT CHORD joint 1 and 32 lb uplift at joint 2. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 48/1-11-4 (min.0-1-8) 2 = 37/1-11-4 (min.0-1-8) 3 = 11/1-11-4 (min.0-1-8) Max Horz 1 = 23(LC 8) Max Uplift 1 = -18(LC 8) 2 = -32(LC 8) Max Grav 1 = 48(LC 1) 2 = 37(LC 11, 3 = 21(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8t MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any"other members. Ntt6t0 rit95.•rJ!'ff jrttAW hi*irQor lags![OAjf){$y'['fjQQr[�'{[!tw(1.1]T(jEr a"AT tNL1.T.ihjft;i�(t4ElttS iH l:friltella{}it eylSQ:t 2[*.TR1Af QQ�q'�3!�t}�Aj'[19ZSI L;rr.ratl:E{lS.4!e15t(mt33:t,�aEt16'[:'fI7251atdF9dJTA(��I( k;RA(em!a(yials s1alD!RNfn!i!T'v3 h1t rtM.159T?SSQ!Si�[Sj3?ntlt.)3!P.S(ES3'X bi tEd 64f1IAQ tit'Ktal®Ajt.+.R+E�e[iaKSj![S tPjatNlV�f[SytifiS 2r MCtL+1?fa M1•Sit!1itSt l'rYl2et91Yrj;O HI?,•t4R rill.Tie l?St=tFff(3r'ttLldti Y.f:liptt,lMck;IQ! nl ct tfi§sTtnsfuar ;S IM Rf i6sJl.Eff3Ci[4.filQYEtt363nbttlj rte GlrE 'nisr.,4U.:itisdMUC;ht ttC.0 Ce ittaSa: rcitafRFE.t ntaeQs lcQat fi.lrrtdt4 Lnxirktio Anthony T.80083 lld,P.E. P � gF '� !tr �• �r6orsta;c;r,ax>tAussaSnteTsc75errttspaav�€ra x 80053 z�r Tatnln� eat.nww ctlwm6leaearrelt—iplh-fi-en,r:tiqrui asat w.t:utox�ry[ rArnt.isrus, r.rtuat tea r t.rnia,wis:a s�,t«r�s!ta rn,a �.rt3it:-!t matn�r atutntc�n, =it 445i5t-LudeBlvd. 11 tlSnx::!k!a!:ir.frtdal tgteltprr,)a+4rylre:rnri!s'nn6et.?it ants Oss yaE�utahADi sitinliur O!siyeu:a`:nss Spita Ee�.et!ernr lnlGrcr..lnrilalrcl�tmuttl faueih;flL fcpyFigl1�10ibA4ioclLosses-AoibanyT.Tombellt,P.F.Beptedotticoollbisdolomenttinonyfaa,i spmbibife.d xitbooithe Written petmssmahomAd200111osses-AnthonyLtombo lit,P.E. Fort Pfeice,FL 34946 I �IoCb Truss Truss Type Qty Ply Std. Pac./681 1 El A ,i• AS6811AM MV3 Valley 1 1 A0119812 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss-com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:32 2016 Page ID:cS2yUAsdrwV4V5ztDIWWpPzmH46-JsrdxhXh2HrK3mYFOpHA8fim1 DkyteM7CR3gGy9h 2-8-8 2-8-8 j 4.00 12 2 t, i T Y i .............._.._ -�61 6 I 1 3 2x4 i I I � LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:7 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Bearing atjoint(s)2 considers parallel to grain value BOT CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building BRACING- designer should verify-capacity of bearing surface. TOP CHORD Z)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 2-8-8 oc to bearing plate capable of withstanding 31 lb uplift at purlins. joint 1 and 52 lb uplift at joint 2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.- MiTek recommends that Stabilizers and required LOAD CASE(S) cros's bracing be installed during truss erection,in Standard accordance with Stabilizer Installation quide. I REACTIONS. (lb/size) 1 80/2-7-12 (min.0-1-8) 2 62/2-7-12 (min.0-1-8) 3 = 18/2-7-12 (min.0-1-8) Max Horz 1 I = 37(LC 8) Max UPlift 1 = -31(LC 8) 2 = -52(LC 8) Max Grav 1 = 80(LC 1) 2 = 62(LC 1) 3 = 35(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when ishown. NOTES- 1)Wind-d:ASCE 7-10-Vult=170mph(3-second gust) Vasd-,132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=�1.25 2)Plates checked for a plus or minus 0 degree rotation about1 its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4w. F':aate!^ p'a.Rske'J"1130F iiFi;S8;$"mEEsEE,EINSdFA5DT9aSCERASI,`F"1[^;:O:a9d:E��-"tT!t+a.bq ksiPKIRttxt Wild 4bs s:&islis��spL.naia;Tlp6'I��3 b;Fe�F oii III F.E.levwtW Edrr_Ilk k fmfta alm(t0*T§'WJ I w1tFwge#a Fi ass4tYi!tsla6rstxfD:ID is eeDi.dsair D!:r+a s7uett4e a N&;vei;6!sesiwagi:fi aus.=taY�ax tc 3.'iFz{rdessiea�:xd:vnigrtsseas° itlft[2eAspd+zss+;klrsssdzpifietrodc GD ulx,:a9aigi-L ilx 3!sin asna,m,,t�:aridimaan:kt; Anthony T.Ton1Eo 11 P.E. azd sseddharss hrr>til€a:aspaaks!espaes3..fidlSs Cn><»aD teiiselascrdagdx 6s Ef-ttloi*"ill)u ea:dot%d-1a Mtn at il6i.E»mndr'RMOW aaFDeli ass drat M5,bd"'i4o.+Gsd stroga,wvjft rd""ithrr!;7>n'4l:id #80083 htasr6'iag Des--as�:tnax;ra,tDm!!s sd atsn!se G3 reF yrx saefgevw-t+`uFa3egtaxxstA SdN!laiaa�w,k'>.a{x`sadb M fSEsb are tfe!eacta?�FsettFfidan iAl de`atstia aaamtifiesrsddaaes3vix,sD!s:�e,iru>u:,:ia ::asa•n;sk.,.fix.s xs 4451 St,Lucie Bird. rfl_+a;:_dze.3ir:ftaCvaaytel€y¢ru+n iq 6pu:Fa6!suerh.t.h inn Des+sa G,.ttr rsld[tise Saz FD:si 2+:riaassi.sten EnFiur rS:a?I+iltuE...auFAsrtedter=satntl¢!d is 71-i. Fort PSetce,FL 34946 t tcpylishIC 7016 A-I Rrsi Cusses-Ani6any T.Tem6rz il],P.E.Repiednrlion of ihis dornmal,ioaadeem,is prohi6itedxithoonhewritlen petollWrr.hra;A I&nof asses-Anlhoq L ramhr III,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS681 1 AM MV4 Valley 3 1 A01 19813] Job Reference(opt onal). -1 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.630 s Jul 28 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:32 20i6-Page ID:r,S2yUAsdrwV4V5ztDiWWpPzmH46-JsrdxhXh2HrK3mYFOpHA8rfrQlCkyteM7CR3qGy9h 4-0-0 4-0-0 4.00 FI 2-2 1.5 4 T W1 r---I ........... .................................... B1 H I 3 2x4 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0- Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 'Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:12 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SIP No.2 to bearing plate capable of withstanding 51 lb uplift at WEBS 2x4 SP No.3 joint 1 and 72 lb uplift at joint 3. BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc LOAD CASE(S) purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 13113-11-4 (min.0-1-8) 3 = 131/3-11-4 (min.0-1-8) Max Horz 1 = 61(LC 8) Max Uplift 1 = -51(LC 8) 3 = -72(LC 8) Max Grav 1 = 131(LC 1) 3 = 131(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when.shown: NOTES- 1)Wind:ASCE 7-10;Vuit=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone,cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Anthony T.Tombo 11r,P.E. 80083 RI 4451 St,Lucie Blvd. Fort Pie",FL 34946 Upyrio'l.w 2616A4 III,P.E.Reprododion of this dowment,im OflYfOlor,ii FrohiPad withoffhe wrifteo permlivion hom A-)foofftosw-Anfhocy L Tolbo 111,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811 AM MV5 Valley 1 1 A0119814 I Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:32 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-JsrdxhXh2HrK3mYFOpHA8rfsa 1 CnyteM7CR3gGph 3-11-8 3-11-8 4.00 12 2 � 1.5x4 T W1 i 1 ��^ B1Ll v Q 6 3 j 2x4 75:� 1.5x4 11 I 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a - n/a 999 MT20 244/190 TCD}d 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 rr/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:12 lb FT=0% i LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 50 lb uplift at WEBS 2x4 SP No.3 joint 1 and 71 lb uplift at joint 3. BRACING- TOP CHORD Structiural wood sheathing directly applied or 3-11-8 oc LOAD CASE(S) purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 i = 129/3-10-12 (min.0-1-8) 3 129/3-10-12 (min-.0-1-8) Max Horz 1 I = 60(LC 8) Max Uplift 1 = -50(LC 8) 3 = -71(LC 8) Max Grav 1- = 129(LC 1) 3 = 129(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. Nu ES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd L 132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=i1.25 2)Plates checked for a plus or minus 0 degree rotation aboutlits center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been,designed for a 10.0 psf bottom chordl live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ?tufitlYnsl�mi'prnis�t§a'L!tC.EittRSEf�SEI'cil',,:Elrilt iEEilSitO%(dfi?6f:4fT9li"f0?Er;!(t59M1iEN-'�`.§i"�a.Ys7t:s+�reEer.!tmlef!Se4etlrs ry dil inns E:u�,CnetEgl'W}tal:ae lc4ta7T,Tt�1":P.Ll:hitue S+enMue aSe.7;IEueH�ebe sfmtl EpllrPU,3dlt l wrd M!nFr ila E!i Et( r.b)trlp.lS9rr3dl'.94]:Sfe,Sy ugrel }luEl Ee e£pr:-0SgEekta aag mxtlapEhivese eiaEn q!ESr elk fir�evsip 3f3 sy:Tmtdpd FwfisC6uh,ayeS£!IPEI.TSEIcdE£ei 3p ss.h d��alfaea,sm Eu i Artthony T.Tambo 111,P.E. Ud ii£thkis Tint ie!M?Wft;::�£IESfF6'i3�ihEi DECrEY,fe!omes 1 tf*d!r!Aw fif lStep E4k•GnrpflE ita3£1dCeil(,G-ail(Ead IEE lnalhrilsiiFHwlRld.r9t Epfit!3i?'.IE£r'.'�ttlC)Adf TiE Ff6eLniefz6lzt�liq!lxy.,u Ylpi3e Eit E!F[JSi:tl9lrSn!E'y9oi�i!ry #80083 fiE6niS�.yO±sip,erml:rcSeSn.lOwfiisd aNnS!rauthrsAias ue;.r(tursdde l+7agltam£tl sdryfitnsztsa 7C3� f�,a!ly Rl tai fits vE:£hEee¢d!;!fmrd9Msn.tiH a�mas!iEress3ssudkt;nl3+E!Sid.rs.ti.r gs:,T!nitxrpSra!x�1tt>sik d£:re!ecee'!u:'. 4451 St.Ltrde Bl rd. tlt<!.edtxdirvlEIDa]e3!ndEp3ci!r!>u;ITtputinhnfed.ht 7n3s Dvsira Gliue;isl)i laetri4m16 ^.e!:x`ttssfgks EE,i3er.vrtEl EulT:g7f Esrtl3?:;d fensaevf dda!ihrrr' Fort Pierce,FL 34946 (oppi0hi020lAAdf!oaiTsnsses-AnihanTT.TnmfM Ill,P.E.Fepiodntfionofthisdetument.inonyfam,isproh!2ittdxitboufihe Written permission from A-f Roof flosses-AnthonyLTomhoW.P.E, Job Truss Truss Type Qty Ply Std. Pac./6811 El A 4 XCAS6811AM MV7 Valley 1 1 A01 198115 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:33 2016 Page ID:cS2yUAsdrwV4V5ztDIWWpPzmH46-n2P?81YJpbzBhw7RaWoPh2CxVQWHhKuVMsAcMjy9hI 5-2-8 5-2-8 1.5x4 11 2 4.00 F1_2 T ........... ........... 131 CS 3 2x4:::: 1.5x4 11 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a - n/a- 999 BCLL 0.0 Rep-Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-P Weight:16 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 72 lb uplift at WEBS 2x4 SP No.3 joint 1 and 101 lb uplift at joint 3. BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc LOAD CASE(S) purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or'10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 185/5-1-12 (min.0-1-8) 3 = 185/5-1-12 (min.0-1-8) Max Horz 1 = 86(LC 8) Max Uplift 1 = -72(LC 8) 3 = -101(LC 8) Max Grav 1 = 185(LC 1) 3 = 185(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when-shown. TOP CHORD 2-3=-173/286 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Anthony T. 008 Tomb3 o III P.E 8 4451 St.Lud,131,d. Fort Pieice,FL 34946 (opylighl S2616 A-!Rodhasses-hiboyl.lemb,III,F.F.Reprdudion of INS darumant,kuyfom is plobibiled wilhmt the wriften petmission haT.A-1 gooffiesses-AnIbuy 1'.Tomho III,P1 i Job ; Truss Truss Type Qty Ply Std. PacJ6811 El A XCAS6811AM V4 Valley 1 1 A0119816 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s AuMA-2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:35:33 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-n2P?81 YJpbzBhw7RaWoPh2C41 QZahKuVMsAcMjy9hl 2-0-0 4-0-0 i 2-0-0 2-0-0 4.00 12 2 3 1 T 1 _ I 131 a y § :9 0 0 2x4 i5; 2x4 0 -12 4-0-0 0 - 2 3-11-4 Plate Offsets(X Y)— [2:0-2-0,Edge) I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20- 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20141FPI2007 Matrix-P Weight:9 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)Provide mechanical connection(by others)of truss BOTICHORD 2x4 SP No.2 to bearing plate capable of withstanding 40 lb uplift at BRACING- TOP joint 1 and 40 lb uplift at joint 3. CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. LOAD CASE(S) BOVCHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 ! = 95/3-10-8 (min.0-1-8) 3 j = 95/3-10-8 (min.0-1-8) Max Horz 1 I = 8(LC 12) Max-Uplift 1 I -40(LC 8) 3 -40(LC 9) Max Grav 1 I 95(LC 1) 3 95(LC 1) FORCES. (lb) Maxi Comp./Max.Ten.-All forces 250(lb)or less except whe shown. NOTES- 1)Unbalanced roof live loads-have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS .(envelope)and C-C Exterior(2)zone;cantilever left and rightlexposed;C-C for members and forces-&MWFRS for reactions shown;Lumber DOL=1.25 plate grip - DOLI=1.25 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. i. ?fnn'stf4fsi: yntinrtu'k':t€6rlIUiSES;'lEf:�'$�SNtCiFr.USd CUt6,?9rtif4ST;u!=,"rU±EY}t(R'TO�EpiStSAl'kt¢r:rDyltsi��c:pertsfteal aatnnt3isrr+:sC:fip�nhr�Dpj�d�,tr.+sigT.Ts:Sa1,r,Eti{trtau5'+Eettetui rsr,3eltssc".�*+st 9cnitath l3R,a�! 1tiit4amxkrrl7issli6la nE16r2s Pzpk!u51.Af9T:ssi CEsg0:9J:Tsd iti,$JEu:NFq:.Y be std ie ti}isU ix,ECtapt.Qatar'CeJs:`mai tr.}sitiEgrcpEv.#=ighra�'usipEf3:ssgkltrsdiriatlaRs[6fd!.al1 RFI,Tn I.Ai iar tiss.ix ypsliirzxm7CW; Anthony T.Tombo III,P.E. Nltif fE}51SifE53li161 rs,''.sytlEE lEs}ae'riml+ff ffa6 Ee7a3�eiirS ESi�a�ilij`-ilGl{E ret;£j^.ESp/t,pflE;FCU.ieE{iIiE,4lIrIlEl4f FNat�il,?J:ilSf9lifll.T3f E)}(NEI P'.DS PDSt!@JEEEIiN tEilt lEAi,i�'{'cJ STfiAt<SNatfL LL'i:F1GfieF EfakiC3J 5lt9Sf�!tif6f�lFJp r80083 }xreillat6esgva atlCeahotEr.lgW7s ii1tElpiiTEDLLlIdtrlCQEf Alrslt'IJpifr6llR7CF�T62YRH1fLrhb(t[33:E8,'S,g�T tilhT}EtllSrrlbttftElit[!!!i(Yf'}{iit{CHt.T{TII SI^Ef5!jS4Sf_libl lAiii ^3{MfY}Qv imszis��b}atrr siurplfsr xxn.vdus 44515t.Lucie Bkd. Ei!arEdaxihrffmsi aptil Etuhm'uplydra6Esindai lEE lrss DiuitfgaEtt is r?iPE rzMe![esgaet:a:msiT4<p Er,pen.elx:.la7Cet.::t cxpiaF:tdtnmaEaldott if;PN, Fort Pierce,FL 34946 tepyrigtlC2016Ad Umbc111,P,F.RcpEaduAianaEi6isdemmen}tiaenylutan,isprabi60adaitA�uttbsxriftenpermicronfma3A-lioolLosses-AnibosrT.tombo111,P.t. Job Truss Truss Type Qty Ply Std. Pac./6811 El A I XCAS6811AM V8 Valley 1 1 A01 19817 Job Reference loot;... Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020-s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:33 2016 Page ID:GS2yUAsdrwV4V5ztDIWWpPzmH46-n2P?8IYJpbzBhw7RaWoPh2COzQY?hJ1VMsACMjy9h 4-0-0- 8-0-0 4-0-0 4-0-0 4x4 4.00 F1_2 2 T1 9 .......................... STI ............. CS 4 2x4 i.5x4 11 2x4 0- ]1? 8-0-0 0112 7-11-4 LOADING(psq SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TQ 0.-00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:22 lb FT=0*/.- LUMBER- TOP CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING- 6)*This truss has been designed for a live load of TOP CHORD 20 Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOTCHORD bottom chord and any other members. R 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to-bearing plate capable of withstanding 72 lb uplift at MiTek recommends that Stabilizers and required joint 1,75 lb uplift at joint 3 and 86 lb uplift at joint 4. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 13417-10-8 (min.0-1-8) 3 = 134/7-10-8 (min.0-1-8) 4 = 2830-10-8 (min.0-1-8) Max Horz 1 = 24(LC 12) Max Uplift I = -72(LC 8) 3 = -75(LC 9) 4 = -86(LC 8) Max Grav 1 = 134(LC 1) 3 = 134(LC 1) 4 = 283(LC 1) FORCES. (lb)- -Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-211/314 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult--170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Qpsf,, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. Anthorty T.Tombo III,P.E. 80083 4451 St.Lude Blvd. FDrt Pierce,FL 34946 Reprdadian of this dutomea in oayfanso,is Frohibiled withuf The written Permission hom A-1 loaf ffinsies-Aday L Imbo Ill,P.I. _ �sl Al .- A-1 ROOF - TRUSSES AFLORIDA CORPORATION i 1 Important Notes / Please Review Prior to Truss Installation: 1) Trusses'are to be handled,installed and braced in accordance to the following standards:ANSI/TIP 1-2007; WTCA 1-1995—"Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and `SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published-by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design,connection, material, and labor by others. 3) Truss designs are for an individual component,not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. _ 4) If provided by truss manufacturer,any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts,and bearing requirements. Truss manufacturer is not responsible for specifying beams,other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed-for any additional attic storage loads. 6-) On flat surfaces,adequate drainage must be provided to avoid ponding. 7) It is the, builder's responsibility to assure there is adequate room for A/C ducts,electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic j access opening should be-located between trusses unless otherwise noted. 8) Unless specified,valley framing design,connection,material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10)Trusses are not designed to carry the chimney,cupola,steeple,or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified'by building designer. Connection of structure to trusses must be provided bythe building designer. 1 1)The specific engineered truss drawings are subject to other terms,conditions, and details on the truss placement plan and/or individual truss design drawings. 12)Trusses are designed to-carry ONLY the specified loads on the engineered-drawings. Point loads for materials, erection personnel,equipment,whether temporary or permanent,are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. I 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com US� STRUCTURAL CONNECTORS" A MITek"Company Hangers Allowable Load(lbs) DF-L/SP LSL LVL PSL SPF I-JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 - - - - (4)-10d(Header) FL821.39, (2)-10d(Joist) 11- 0510.01, RR 25779 LU524 670 765 825 490 - - - _ (4)-10d(Header) (2)-I0d(Joist) T2 JUS26 1881, 850 975 1060 1115 (4)-10d(Header) FL821.42, (2)-10d(Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 - - - - _ (4)-10d(Header) (2)-10d(Joist) T3 MSH422 1831, 2025 2025 2025 (22)-10d(Face-Face Max Nailing) FL822.36, (6)-10d(Face-Top Max Nailing) 08- (6)-10d(Joist-Fact;Max Nailing) 0303.06, (6)-10d(Joist-Top Max Nailirtg) RR 25836 (4)-10d(Top-Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - - _ (6)-16d(Carried Member-Face Mount) (6)-1ad(Carried Member-Top Flange) (22)-16d(Face-Face Mount) (2)-16d(Face-Top Flange) (4)-16d(Top-Top Flange) THA1421 1835 1835 1835 - - - - - _ (2)-10d x 1-112 or 2-10d x 1.112(Carried Member) (20)-10d or(2)-10d(Face) (4)-10d(Top) T4 THD26 1781, 2485 2855 3060 2170 (18)-16d(Face) FL13285.35, (12)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - - - - (11)-10d x 1.112(Carried Member) (20)-10d x 1-112(Carried Member-Max Nailing) (20)-16d x 1-112(Carrying Member) (20)-16d x 1-112(Carrying Member-Max Nailing) M n. t � `` S STRUCTURAL, CONNECTORS A.MITek"Company Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% Label Stock No. Code,Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - - - - (18)-16d(Face) FL13285.35, (12)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 1550 - - - - _ (14)-16d(Face) (6)-16d(Joisi) HTU26-2 2940 3340 3600 2175 - - _ _ (20)-10d(Carried Member-Max Nailing) (20)-16d(Carrying Member-Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28)-16d(race) FL13285.35, (16)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - - - - (26)-10d x 1.V2(Carried Member-Max Nailing) (26)-16d(Carrying Member-Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28)-16d(Face) FL13285.35, (16)-10d(Joist) 06- 0921,05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 - - - _ _ (22)-16d(Face) (8)-16d(Joist) HTU28-2 3820 4340 4680 3485 - - - _ (26)-10d(Carried Member-Max Nailing) (26)_16d(Carrying Member-Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18)-16d(Face) FL13285.35, (12)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHU546 2790 3160 3410 1550 - - - - _ (14)-16d(Face) (6)-16d(Joist) SIB R AL CONNECTOW A MiTek"Company Hangers Allowable Load(lbs) DF-L/SP LSL LVL PSL SPF I-JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - - (28)-16d(Face) FL13285.35, (16)-10d(Joist) 06- 0921,05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 - - - - (22)-16d(Face) (8)-16d(Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 - - - - _ (20)-16d(Face) (8)-16d(Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 .HGUS26-3 4355 4875 5230 2155 - - - _ (20)-16d(Face) (8)-16d(Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 - (36)-16d(Face) FL821.77, (10)-16d(Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 - - - _ _ (36)-16d(Face) (12).16d(Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 (36)-16d(Face) FL821.75, (10)-16d(Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - - - _ (36)-16d(Face) (12)-16d(Joist) c r t �, 'i b• t USP STRUCTURAL. CONNECTORSA A MiTeW Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners • (4)-10d(Header) (4)-10d(Header) - T1 JUS24 LUS24 (z)-1od(Joist) (2)-lad(Joist) (4)-lod(Header) (4)-lod(Header) T2 JUS26 LUS26 (4)-1od(Joist) (4)-10d(Joist) (22)--10d(Face-Face Max Nailing) (6)-16d(Carried Member-Face Mount) (6)-lod(Face-Top Max Nailing) (6)-16d(Carried Member-Top Flange) T3 MSH422 (6)-10d(Joist—Face Max Nailing) THA422 (22)-16d(Face-Face Mount) (6)-30d(Joist-Top Max Nailing) (2)-16d(Face-Top Flange) (4)-lod(Top-Top Max Nailing) (4)-16d(Top-Top Flange) i (18)-16d(Face) (11)-10d x 1-112(Carried Member) (12)-lod x 1-1/2(Joist) (20)-10d x 1-1/2(Carried Member-Max Nailing) - T4 THD26- HTU26 (20)-16d(Carrying Member) (20)-16d(Carrying Member-Max Nailing) (18)-16d(Face) (14)-16d(Face) TS THD26-2 HHUS26-2 i (12)-10d(Joist) (6)-16d(Joist) i (28)-16d(Face) (26)-10d x 1-1/2(Carried Member-Max Nailing) - T6 THD28 HTU28 (16)-10d x 1-1/2(Joist) (26)-16d x 1-112(Carrying Member-Max Nailing) (28)-16d(Face) (22)-16d(Face) - T7 THD28-2 HHUS28-2 (16)-10d(Joist) (8)-16d(Joist) (18)-16d(Face) (14)-16d(Face) - T8 THD46 HHUS46 (12)-10d(Joist) (6)-16d(Joist) - T9 THD48 (28)-16d(Face) HHUS48 (22)-16d(Face) (16)-10d(Joist) (8)-16d(Joist) - T10 THDH26-2 (20)-16d(Face) HGUS26-2 (20)-16d(Face) (8)-16d(Joist) (8)-16d(Joist) (20)-16d(Face) (20)-16d(Face) T11 THDH26-3 HGUS26-3 (8)-16d(Joist) (8)-16d(Joist) (36)-16d(Face) (36)-16d(Face) T12 THDH28-2 HGUS28-2 (10)-16d(Joist) (12)-16d(Joist) (36)-16d(Face) (36)-16d(Face) T13 THDH28-3 HGUS28-3 (10)-16d(Joist) (12)-16d(Joist) US STRUCTURAL CONNECTOR59 A MiTeW Company a JUS24 JUS26 MSH422 d TH D26 TH D26-2 TH D28 I V J THD28-2 THD46 THDH26-2 Fri j o t II vv. Ito. THDH26-3 THDH28-2 THDH28-3 S' _I y JANUARY 8, 2016 TYPICAL HIP / KING JACK CONNECTION ST-CRURST& LVL NAILIN LVL NAILING SCHEDULE CORNERSE T GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772-409-1010 Attach King Jack w/ (2) 16d Toe Nails @ TC & 24" Strap w/ (6) 10dx1.5" ea. end @BC Attach End Jack's Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (3) 16d Toe Nails @ TC & & (3) 16d Toe Nails-@ BC (2) 16d Toe Nails @ BC (Typ) Attach Corner Jack's i w/ (2) 16d Toe Nails @ TC & BC (Typ) ♦ • Ss � v@ ~t• py r� • ai,�9i+' :3B BC A2 21(30.00.04.Q04C I2 37f?F:. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM-CHORD 0 0o Trusses C@ 24" o.c. 0 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof SheathinC�—� TO BLOCKING WITH(5)-10d COMMONS. V-3" i Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECTTO DESIGN THE PURLIN WITH TWO NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT )x MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ \ ON EITHER SIDE H NOTED. TOENAIL BLOCKING TOTRUSSESWIT (2)1 0d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES • STRUCTURAL GABLE TRUSSES MAY BE.BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X—SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED-ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD NVERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / �'$ s••ao�i.s4 p��Pi . STANDARD / 0�.,�6�fs•�F_N GABLE TRUSS , •e4 4� sac 2, o d-an n1�4`012 ST DF, FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-PLATE y TRUSS CONNECTION DETAIL MiTek USA,Inc. Page 1 of 1 000 0 00 r a MiTek USA,Inc. This detail is applicable for the following wind conditions: ASCE 7-98,ASCE 7-02,ASCE 7-05,ASCE 7-10 Wind Standards under all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24"o.c.or less. PIGGYBACK TRUSS Refer to actual truss design drawing for additional piggyback truss information. Attach piggyback truss to the base truss with 3"x8"TEE-LOCK Multi-Use connection plates spaced 48"o.c. Plates shall-be- pressed into the piggyback truss at 48"o.c.staggered from each face and nailed to the base truss with four.(4)-6d(1.5"x0.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8"TEE-LOCK-Multi-Use connection plate. (Minimum of 2 plates) Attach each purlin to the top chord of the base truss. (Purlins and connection by others) Li i BASE TRUSS Refer to actual truss design drawing for additional base truss information. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24"O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ti>l11�9�A9$ NO `f s. zzz ■.; e a eP: 4 9 1.v �3g aca2-��ao 00 0o r�'�c fz s7 rig FEBRUARY 14, 2012 TRUSSED VALLEY SETDETAIL ST-VALLEY HIGH WIND2 00 MiTek USA,Inc. Page 1 of 1 •, O GENERAL SPECIFICATIONS 0 00 0 00 1.NAIL SIZE=3"X 0.131"=10d 2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT u 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek USA,Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. II II II II II II IIII 11 11 II _ II II 11 II II 11 II II II I I II II II II II II II II Ij II I II II 1 II II II II II II II II II 11 II II II II II II II II 11 II 11 II II II II II II 11 11 II II II II 1 1 I I II II II 11 I II II 11 II II BASE TRUSSES VALLEY TRUSS TYPICAL I I L L VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS p 22 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C ATTACH 2x4 CONTINUOUS NO.2 SYP WIND DURATION OF LOAD INCREASE:1.60 TO THE ROOF W/TWO USP WS45(1/4"-X 4.5") MAX TOP CHORD TOTAL LOAD=50 PSF WOOD SCREWS INTO EACH BASE TRUSS. MAX SPACING=24"O.C..(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES o0toll't Ott TefB �,J� ♦� T�" e'a++ e�y ��COI":.5"Max alt r �I 46BGA2-2100 00 00 004�G;I2E7DF : Ji 'FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 O� ® MiTek USA,Inc. Page 1 of 1 GENERAL SPECIFICATIONS 0 00 0 00 1.NAIL SIZE=3"X 0.131"=10d n 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT I� DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7-VALLEY STUD SPACING NOT TO EXCEED 48"O.C. 11--- 1, I, II II II II 11 11 ,I ,I r I 11 II II II II u n u I II Ij Ij II II II II II �I II II II II II II II II I I II 11 II II I I � I 1 11 II I II 1 I II BASE TRUSSES VALLEY TRUSS TYPICAL I, VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS p F12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A �� da (NO SHEATHING) i N.T.S. >• ININ ! ` ~ sE T Tr ' sBCA C1297'F. NOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEY (HIGH WIND VELOCITY) OD ® NOTE:VALLEY STUD SPACING NOT MiTek USA,Inc. Page 1 of 1 TO EXCEED 48"O.C.SPACING 000 0 00 a MiTek USA, Inc. FOR BEVELED BOTTOM CHORD,CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C NON-BEVELED BOTTOM CHORD WIND DURATION OF LOAD INCREASE : 1.6 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'-10"ON AFFECTED TOP CHORDS. NON-BEVELED CHORD NOTES: -SHEATHING APPLIED AFTER e�aa vie �� INSTALLATION OF VALLEY TRUSSES „ le O IT � -THIS DETAIL IS NOT APPLICABLE FOR �►� `¢•� *'s SPF-S SPECIES LUMBER. CLIP MUST BE APPLIED ;`■ TO THIS FACE WHEN ar. PITCH EXCEEDS 6112. ■ (MAXIMUM 12/12 PITCH) m d te6 aca z asasoaace c1287DF, MAY 24, 2012 Standard Gable End Detail ST-GE190-SP MiTek USA,Inc. Page 1 I—JLJ Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails,6"D.C. Vertical Stud 0 0o Vertical Stud 2X6 SP OR SPF No.2 _ ^ � (4)-16d Nails DIAGONAL BRACE Ilul� MiTek USA,Inc. 16d Nails SECTION B-B ��Spaced 6"D.C. DIAGONAL BRACE 4'-0"O.C.MAX (2)-1 Od Nails into 2x6 2X6 SP OR SPF No.2 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. `\Typical Horizontal Brace Nailed To 2x4 Verticals 12 w/(4)-10d Nails SECTION A A 2X4 SP OR SPF No.2 A Q Varies to Common Truss SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING A TO TRUSSES WITH(2)-1 Od NAILS AT EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-1 Od NAILS. B B 3x4= (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK * I Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max Roof Sheathing NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND \` WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. i 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. 1'-O" (2)-10 ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. / (2) 10d NAILS BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH-ONE ROW OF 1 Od NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0"O.C. - �rLIS S 24" O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A 2x4 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS-WITH(4)10d NAILS THROUGH 2x4. la p / (REFER TO SECTION A-A) g• Brace / 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 points / 2x6 DIAGONAL BRACE SPACED 8. THIS-DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. / 48"O.C.ATTACHED TO VERTICAL WITH 9. DO NOT.USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed (4)-16d NAILS, AND ATTACHED TO TYPE TRUSSES. BLOCKING WITH(5)-1 Od NAILS. 10.10d AND 16d NAILS ARE 0.131"X3.0"AND 0.131"X3.5"COMMON WIRE NAILS RESPECTIVELY. 11.SOUTHERN PINE LUMBER DESIGN-VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. End Wall HORIZONTAL BRACE 2 DIAGONAL (SEE SECTION A-A) Minimum Stud Without 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SP No.3/Stud 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2x4 SP No.3/Stud 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP No.3/Stud 24"O-C. 2-8-6- 3-11-3 5-4-12 8-1-2 2x4 SP No.2 12"-O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2x4 SP No.2 16"O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 SP No.2 24"O_C. 3-1-4 3-11-3 6-2-9 9-3-13 (Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces � 4'n lattached to both edges. Fasten T and I braces to narrow edge y�►,� .*°'� `'•+ ; Pad lof diagonal brace with 1 Od nails bin D.C.,with 3in minimum ;``°► �:�a°# lend distance. Brace must cover 90%of diagonal length. ;r` �� iv ' IT or I braces must be 2x4 SPF No.2 or SP No.2. , ; ; <46 $01 10.. MAX MEAN ROOF HEIGHT=30 FEETop EXPOSURE B or C * ' ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. p DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ` ''' + '�► ' Vp� ♦' r +� • mod' �'i. ``3B BC.A2 2100 OQ_QO l)0;4C August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST- - T-BRACE 2 MiT-ek USA,Inc. Page 1 of 1 Note:T-Bracing/I-Bracing to be used when.continuous lateral bracing 0o is impractical.T-Brace/I-Brace must cover 90%of web length.. 0 00 u Note:This detail NOT to be used to convert T-Brace/I-Brace MiTek USA, Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous y Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace M I-Brace Nails Brace Size for Two-Ply Truss t Specified Continuous Rows of Lateral Bracing- _-A SPACING Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace k WEB 2x6 2x6 T-Brace 2x6I-Brace --A 2x8 2x8 T-Brace MI-Brace k -A T-Brace/I-Brace must be same species } T-BRACE and grade(or better) as web member. Nails � Section Detail T-Brace Web Nails #s` • .Q � s� �� 4 Web I-Brace ` • z 04 Nails ® ' a Q a d e07, # 3-13 Bl..A2' 1110, P FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS- ST-STRGBCK �0 ® MiTek USA,Inc. Page 1 of Al 0 00 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, u 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY (ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE yUSE METAL ATTACH.TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO FRAMING WEB WITH(3) 10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"x 3") ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") I BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND- ATTACH TO CHORD � WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(.216"DIAM.) NAILING THE STRONGBACK NAILS-(0.131"x 3")IN EACH CHORD I USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE WEB WITH(3) 10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF ANCHOR TO ATTACH W (0.131"x 3") STRONGBACK(DO NOT USE TO BOTTOM CHORD (0 EB x 3") DRYWALL TYPE SCREWS) 4-0-0 WALL BLOCKING STRONGBACK (TYPICAL SPLICE) TRUSS 2x6 (BY OTHERS) (BY OTHERS) k THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, s, ��% �} DESIGNED BY OTHERS. IF SPLICING IS NECESSARY,USE A 4'-0"LONG i !� Q ; jO'�'�Y• , �++� SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS ' * (0.131"x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: �.: I OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. : (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) o + JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL_SF' MiTek USA,Inc. Page 1 of 1 NOTES:TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND-MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THIS DETAIL APPLICABLE TO THE _ THREE END DETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S CS .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR J 162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY Un co z .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW 131 75.9 69.5 60.3 59.0 51.1 (2x3) 2 NAILS N .148 81.4 74.5 64.6 63.2 52.5 m NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity (2x4) (2x6) 3 NAILS 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY-FROM VARY FROM 60' VARY FROM 30°TO-60° 30, 30°TO 60° 45.00° ,..._. 45.00° 45.00° , v \ �w>, r o ar•. r� March 4, 2013 UPLIFT TOE-NAIL DETAIL ST-TOENAIL UPLIFT MiTek USA,Inc. Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE a FOR LOADS IN OTHER DIRECTIONS. MiTek USA, Inc. END VIEW SIDE VIEW 0.00° TOP PLATE OF W LL 1"FOR 3"NAIL NEAR SIDE r 1-1/16"FOR 3.25"NAIL NEAR SIDE L 1-3/16"FOR 3.5"NAIL it VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY • TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(lb/nail) DIAM. SP DF HF SPF SPF-S .131 59 46 32 30 20 NOTES: z 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES p .135 60 48 33 30 20 WITH THE MEMBER AND STARTED-1/3 THE LENGTH OF THE = 162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING H z .128 54 42 28 27 19 OF THE WOOD. z 131 55 43 29 28 19 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE-WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN N .148 62 48 34 31 21 THE CONNECTION. Q M z (7 .120 51 39 27 26 17 O .128 49 38 26 25 17 J o .131 51 39 27 26 17 r' .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3(nails)X 37(lb/nail)X 1.33(DOL for wind)=148 lb Maximum Allowable Uplift Reaction Due To Wind ForWind DOL of 1.60: _-_...._..--__.......................- _-- . _.-__._.... -__..........__..........__.....__-------- 3(nails)X 37(lb/nail)X 1.60(DOL for wind)=177 lb Maximum Allowable Uplift Reaction Due To Wind 4��Cl� /i!t►� If the uplift reaction specified on the Truss Design Drawing exceeds 147 Ibs(177 Ibs)Building Designer is responsible to specifiy a different connection. ' .• "`USE(3)TOE-NAILS ON 2x4 BEARING WALL " ...USE(4)TOE-NAILS ON 2x6 BEARING WALL a a�' �f��• reab`- yam': 2u nrn�i�nrti nnnnnn,�r.t�Q�tnc. FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT ST-2x2 NAILING:l 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS A-1 ROOF TRUSSES FORT PIERCE,IFLg34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 772-409-1010 7-101 29'-0" Mean Height, Exp. B, C or D. \4O Z� � SQ 2� 2x4 SP No. 2 (Min)- o° o° o° 1 .5x4 o° 2x2 S P No. 3 , , 1 .5 x 4 � .s 0 Oka Glj f ROi., • 4" SEII A 3B,BCA22100 O;OQ004C;2237DF' April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL ST-FLAT GIR BRACE FO EXTERIOR FLAT GIRDER TRUSS " A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 1 2 772-409-1010 VARIES (4) 12d TRUSS 2411 O.C. (4) 12d I l 4 I _ I MAX 30" (2'-611) UPLIFT CONNECTION EE ROOF TRUSS) 2x6 #2 SP (Both Faces) 24" O.C. EXTERIOR FLAT SIMPSON H5 GIRDER � �'� 4 F D'• s- s 4 ' �® 7 rDD��• �� 3 B BC�A221 OU OU.00:00 4C z=&7 DF :. I u,se rr.st srik c.�acbat:x�.te,as<,nsE.uityutukt SP ? le.c�a :°;t.°r'.tn od,. .tt+KtaF t.�gunNt;r,¢, ?tmwsar,�.tts.,ss src t.,iw end. +rt!,t_an. �s ..ka.r�,« .s,iCsY ki[haRyT:.TortbaW P4 .�." � pxisp, K�tnj�,>�dp..n;�trrt..d,w:t��z:e��.tae�.�..�s,gEtr,mrkt�ata.t�3�atca..s>atxas:um,�:4a€rumaaFyeatar�a�t_�,,t��sar��,.u.t�s+ 'J. ,t��ne:�mpv,��ugc.:%pe,F�.te:: R�&Qg83..,.. bD.'[.a9;4rWfw.syet?petut ulnr+j7`Joan,wa.rica Ta¢t+ar¢ni h9�pty-,ttxaf:ity riaaytu.RSSEtOyt*¢dtti,t dt=xurbtF+�+?diciie"7Tt)e.3crttxnr{erkws.R+ds>¢tt�at?�nr&�y erRt.tsrp:up rrygs,?ttai!bs�t !a.cu a BIvd.G " aaenh N9eN1 C .�tsr.,mat+wa{tj�,sxtb +d Tai nr�vyafegmb ii Mt.�'9 R. aIta STm.iR dm,iwYsi Atl R�IuMlsatmnttrx147Rt, 4+ 1 Et r L '1 � � � (¢vnyAt$2'tibA tRuo(TrussK Amhc rTT¢skaIlS;Pf,RiFr¢d¢il nnc(ttiit datnmesr�iu daj la�,npi"¢52StiE rFth¢IIA¢ ripen Tei Iss _hoaiAti¢al Tr¢sxes-ddF6 nv T:Te*bolP iF. � ' 4....FO P7eKe349 it ' OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES MiTek USA,Inc.- Page 1 of 1 TOTAL NUMBER 01: MAXIMUM FORCE(Ibs)159% LOAD DURATION NAILS EACH SIDE OF BREAK' X SP DF- -SPF HF INCHES 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 MiTek USA, Inc. 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 _ 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2x_SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS(CENTER ON BREAK OR SPLICE)WITH 10d NAILS (TWO ROWS FOR 2x4,THREE ROWS FOR 2x6)SPACED 4"O.C.AS SHOWN.(.131"dia.x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER_ USE A MIN.0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK(C)SHALL NOT EXCEED 12".(C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED(L)IS CALCULATED AS FOLLOWS: L=(2)X+C - G 't- BREAK x 3 l�yp� 10d NAILS NEAR SIDE +10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X"MIN 6"MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6"FROM ANY INTERIOR JOINT(SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN.THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. y�l54N1 3. THE END DISTANCE,EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOIDte�s UNUSUAL SPLITTING OF THE WOOD. +� ooax446v4� P�� 4. WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID %� LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. �°` o°�'�rV 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY. 04 $ ` ►i 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. ,4 a °w .r 4 ♦ .w. :ran '�t�� •... ,�s 64 9 '?R�ar a�'af nn ii"ri nn nn dr•:�sip rif=: l "March 4, 2013 SCAB APPLIED OVERHANGS ST-REP13A 0� O S CRITERIA: MiTek USA,Inc. Page 1 of 1 TRUS LOADING:URAT DURATION FACTOR:1.15 0 00 SPACING:24"O.C. aTOP CHORD:2x4 OR 2x6 PITCH:4/12-12/12 MiTek USA,Inc. HEEL HEIGHT:STANDARD HEEL UP TO 12"ENERGY HEEL END BEARING CONDITION NOTES: 1.ATTACH 2x SCAB(MINIMUM NO.2 GRADE SPF,HF,SP, DF)TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS(.148"DIA.x 3")SPACED 6"O.C. 2.THE END DISTANCE, EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2x SCAB (L) (2.0 x L) 24" MAX 24" MIN NOTE:TRUSS BUILT WITHOUT AN OVERHANG, THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT This detail to be used only with trusses(spans less than 40')spaced 24"o.c.maximum and having pitches between 4/12 and 12/12 and total top chord loads not exceeding 50_psf. Trusses not fitting these criteria should be examined individually. ,rffi�g�,GlYs�Oipy�� .� REFER TO INDIVIDUAL TRUSS DESIGN e��ii] A,�� FOR PLATE SIZES AND LUMBER GRADES r�_=�� '`• �V*'4� a ;a •� o • '� i 4e�tly E ,£_ ..,, in�o' ,34 nnnn'`snnn'isr"s',)`o'7.nc•' REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted,trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for"field built" trusses. 2. Seedetails below. 'fY ALT/MOVED BEARING CONDI ON.. TRUSS JODIFICRTION; �r BREAKS: Use-t itP.to nsrte L�rasr.tr near Incatiori:of l,eariri and MrSSIPIG I:DAPitAGEE3 Pt ATES: rtru5.t5 tea tang t snciri;try r ihn r tare exact lacatron of the break {a,eaui i� tr,ensic�?a_s 1?�clQd r; Mate thatneecfs 2tatied a Gscl s possrhte;arrt[ rtavie �'ir ra. r dm�nsr�r�sasne�de� �s 4X6.I I x3 !I 3x3._. ��_ __ � FP=�'3z3 (� 3x4 � 1 5x4 (( 1.bic4 II � — �-' Sx6.— 1 { '2 3 4 ;6 7. 8- 10 _ 11 12 1- 1VA - d d E;: d d 22 21, 20 19 �1 17 16 15 14 1/2 TOo LONG '1.5x4 11 3x6= 1.5z4. 11 15x4 11 2':f,3x6= 3x6;FP-'. 3x4.=. 3x3:== 46- t w, ,. ,:^i ..k x,.sr:;.x,•. i"Y- >x..., r. ,.. ;. -s ,,.::i-; .,.,.rv>.- ter, .._ ,,.,:: >n,4 -r�;-. .,s.. .r, ..:s..•.x ...� ., ry s. ,...ten ....,r--,>Ms , >. r,., ., s,.f; r,r:, r^y c,�^s-x : ,..,.�-- .. ,ter„ e �• MEMBER-SPLIT De.r7ate exact IecaEtc�n rsi split,atr1 BREADS: Use a 466 to State I the;exact lbcatibn of the break z .. prr?vtcie girt at�fartXirrrat lerigth.: € 1[SSING i'.IEGE:'1f there are rn €Plc breaks resulting in a 3x4 ` ;S r 1 7r t7li atrl 3x4 MISSING,1 DAMAGEO>PLATE8 7 :circle.pi�iteth�tt-iiedsddr `ssef! 5x 8 1 �/ 3 3- 2 2 r: 'MF Pi Truss Truss Type Qty 'Ply Std.Pac./6811 El A A0119739 ;I 811AM A09 Roof Special 1 1 Jot:-Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s.Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:47 2016 Page I D:cS2yUAsdrwV4V5ztDIWWpPzmH46-7CdcU I_SeSBi9rcbuszdpLl?TuesvKYknil AINy9hm 26-0-8 1 5-10-13 12-3.8 16-11-0 23-8-0 2-10-3 30-5.4 35-4-8 40-3-13 43-0-8 46-0-0 1-0- 5-10-13 fi-4-72 4-7-8 6-9-0 -2-1 4-0-12 4-11-5 ' 4-11-5 3-2-11 2-5-8 1-1-11 4.00 12 5x6— Dead Load Defl.=3116 it 3x8 MT20HS—_ 6 2x4 II 6x8= 3x4 11 5 4 7 8 13 2x4 3 W5 9 0 1 1 0 2x4 11 1 2 RA 38 1 Io �32 27 33 26 25 34 24 23 22 39 20 40 19 18 41 15 42 16 _ 3x8= 6x10= 3x4 11 4x6— 3x4 11 4x6= 26-M i 9-3-7 16-11-0 i 23-8-0 21-1 3 i 31-10-8 F 38-10-9 i 43-6-8 1 46 11 i 9-3-7 7-7-9 6-9-0 �2-1 5-10-0 7-0-1 4-7-15 2-5-8 PlateiOffsets(X,Y)— p:0-5-12,0-3-4),[21:0-4-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL1 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.28 27-31 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.49 27-31 >612 240 MT20HS 187/143 BCLLI 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.08 14 n/a n/a BCDL 10.0 Code FBC2014lTPI2007 Matrix-MSH Weight:250 lb FT=0% LUMBER- TOP CHORD 2x4 SPNo.2*Except* 9)Provide mechanical connection(by others)of truss T3:2x4 SP M 30 BOT CHORD BOT to bearing plate capable of withstanding 353 lb uplift at CHORD 2x4 SP No.2`Except` 2-32=-1907/1886,27-32=-1907/1886, Joint bearing 527 lb uplift at joint 2 and withstanding lb uplift at joint B1:2x4 SP M 30,B5:2x4 SP No.3 27-33=-1079/1131,26-33=-1079/1131,WEBS 2x4 SP No.3 25-26=-1079/1131,25-34=-782/700, 23 23. designed for a moving s dei 10)This truss has been OTHERS 2x4 SP No.3 24-34=-7821700,24-35=-585/487, concentrated load of been de live located at all mid BRACING- 23-35=-585/487,21-37=-193/431,TOP CHORD 37-38=-193l431,38-39=-193/431, panels and at all panel points along the Bottom Chord,Structural wood sheathing directly applied, except end 20-39=-193/431,2040=-695/1079, nonconcurrent with any other live loads. verticals. 19-40=-695/1079,18-19=-695/1079, BOT CHORD 18-41=-748/1036,17-41=-748/1036, LOAD CASE(S) Rigid ceiling directly applied or 2-2-0 oc bracing. 17-42=-750/1045,16-42=-750/1045 Standard WEBS WEBS 1 Row at midpt 7-25,9-21 3-27=-5291739,5-27=-334/580, MiTek recommends that Stabilizers and required 5-25=-819/862,7-25=-1293/1501, cross bracing be installed during truss erection,in 7-24=46/364,21-23=-2559/2129, accordance with Stabilizer Installation guide. 8-21=-262/250,9-21=-1896/1562, 9-20=-343/599,11-20=-590/599, REACTIONS. (lb/size) 12-16=-1114/818,7-21=-1 519/1347 14 = 726/0-3-8 (min.0-1-8) NOTES- 2 = 480/0-3-8 (min.0-118) 1 Unbalanced roof live loads have been considered 23 I = 2480/0-3-8 (min.0-2-15) ) Max Horz for this design. 2 j = 287(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max Uplift Vasd=132mph;HVHZ;TCDL=5.Opsf-,BCDL=5.0psf: 14 = 353(LC 13) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 2 _ -527(LC 8) (envelope)and C-C Exterior(2)zone;cantilever left 23 = -1042(LC 9) and right exposed;C-C for members and farces 8E Max Grav MWFRS for reactions shown;Lumber DOL=1.25 plate 14 = 766(LC 20) grip DOL=1.25 2 = 1033(LC 1) 3)Provide adequate'drainage to prevent water 23 = 2480(LC 1) ponding. 4)All plates are MT20 plates unless otherwise FORCES. (lb) indicated. Max.Comp./Max.Ten.-All forces 250(lb)or less except 5)All plates are 3x6 MT20 unless otherwise indicated. when shown. 6)Plates checked for a plus or minus 0 degree TOP CHORD rotation about its center. 2-317-2047/1772,3-4=-1580/1298, 7)This truss has been designed for a 10.0 psf bottom 4-5=-1485/1308,5-6=-640/641, chord live load nonconcurrent with any other live 6-7 -649/601,7-8=1273/1420, loads. 8-9--1293/1442,9-10=-674/258, 8)`This truss has been designed for a live load of 10-111=-674/258,11-12=-1096/705, 20.Opsf on the bottom chord in all areas where a 14-i16=-730/567 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. 2-32=-1907/1886,27-32=-1907/1886, 2733=-1079/1131,26-33=-1079/1131, 3caiel•liters tintin lr 1tut.lit DECEIII1[m E(0stirmsairD arwit^lianpairgy'Ma Wiff fisip(aaMusadrtateans el his TrsnNsi'V tmbIf1DD).0e 411.7 11N.-Sheet S.w eP-ue45sesi!',is""i.iEe @lies aFsMts 1'ns 4tD'xasel lu M1elDGn Ss IIDt.{slinn Dstlp Ee aer2e.,fy_ielty Flgreeip tx solo Rd IDD:erynnnRmyfaedGxlld<ssned efgs¢eusi rulEuM1DerMite iespuif stllelnsslepueiutlelD6 acts,nlrr l.°rl.Re desga nsEs(n1u,lEtpq nrieblyrittid.1 Anthony T.Tornbo III,P.E. atdtutlSrslR;sMlrylEd7u1 is 8erslle;Yifd(dtia tins,M1eDneise:Cxl ele 7ufle FErlirtr Gesiryu,a'le odeil el he ti[.5;tt[u{0e lla to t¢gah¢A111-1.Thippfdd@e 1DD ndnrfieti rte si lSe irass,exbF.ytmd.�.sl s3rgeusRilsl»se6lrerlq thl le euryws6dSjs! -80083 ' 2:6�dyi �21LAIIIQIRX.LIratis9eA19QeRD0{ltylaO¢EatEIi{dawltsthil{0e{ef-A Still&TiFiitLEE;ISM1rIPIAIM1meIFI'-dke11ef1.10slee.M-1 Lifts Itt'.1[ Wifitstu :eSlltfedRlsNsIg"Imseerpsii-,an!Nis um un,lE:en 44515t.We1eBlIld. r�nxet6f ts(n{InMtlnrd latarrintdhl dosesnard.tsailsstm aaloesisseinesad 3tRijLf.tlIR{sS(LhsEajtllf(1 WJI l®g.III RY keim.seetffid4a.4Is110. Fort Pierce,FL 34946 (opyright(b2D15A-I Roof Trusses;-Anthony 1.Tomho111,P.E,Reproduction of this dounnerl,in any form,is pitshibited without the vainen permission from Al Roolliesses-AnthonyMambo lit,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM A10 Roof Special 1 1 A0t19740 Job Reference(optional) 4 Al Roof Trusses,Fart Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:48 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-bOB_ie?5PmJZn?BnRaUsMZrB_HOAellt?Mnklpy9hm 26-0-8 I1A-q 5-10-13 i 12-3-8 16-110 21-8-4 24.10.1326-80 30-6-10 35-10-0 41-1-6 43-6-8 46-0-0 4-7-8 4-9-0 3-2-8 -9-� 4-6-2 5-3-6 5-3-6 2-5-2 2-5-8 04-8 4.00 12 5x6= Dead Load Defl.=3/16 h 3x8 MT20HS- 6 3x8 2x4 11 5 7 5x8= 3x4 I I 2x4 4 8� 14 3 W4 W 1 .: 2x4 11 4 N � 1 2 C!] O U4 1 Im 034 29 35 28 27 36 26 37 24 2322 3840 21 41 20 19 42 16 4317 711 3x8= 4x6= 5X11I= 3x4 11 4x6= 5x6= 3x4 11 4x6= 26-0-8 i 9-3-7 16-11-0 i 20-10.14 i 24-10.13 26-8r0 32-9-13. 38-10.3 43-6-8 , 46-0-0 9-3-7 7-7-9 3-11-14 3-11-14 -9- 6-9-5 6-0-6 4, 2-. 0-4-8 Plate Offsets(X,Y)— 17:0-3-2,0-1-81,[22:0-3-0,0-3-01,[25:0-4-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.27 29-33 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.47 29-33 >636 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.10 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:253 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* 9)Provide mechanical connection(by others)of truss T1:2x4 SP M 30 BOT CHORD to bearing plate-capable of withstanding 354 lb uplift at' BOT CHORD 2x4 SP No2*Except* 2-34=-1900/1924,29-34=-1900/1924, joint 15,542 lb uplift at joint 2 and 1030 lb uplift at joint 61:2x4 SP M 30,65:2x4 SP No.3 29-35=-1082/1174,28-35=-1082/1174, 24 WEBS 2x4 SP No.3 27-28=-1082/1174,26-37=-558/481, 10)This truss has been designed for a moving OTHERS 2x4 SP No.3 24-37=-558/481,25-39=-1449/1310, concentrated load of been designed live located at all mid BRACING- 22-39=-1449/1310,-41=-1-25/1447, panels and at all panel points along the Bottom Chord, TOP CHORD 21-40=-281/569,21-41=-1025/1447, nonconcurrent with any other live loads. Structural wood sheathing directly applied or 2-2-0 oc 20-41=-1 025/1447,19-20=-1025/1447, pudins, except end verticals. 19-42=-930/1205,18-42=-930/1205, BOT CHORD 18-43=-914/1214,17-43=-914/1214 LOAD CASE(S) Rigid ceiling directly applied or 5-2-15 oc bracing. WEBS Standard Except: 3-29=-525/731,5-29=-328/583, 4-9-0 oc bracing:22-25 5-27=-824/881,7-27=-704/906, WEBS 25-26=-400/452,24-25=-2466/2136, 1 Row at midpt 10-22 1t]-22=-1965/1686,10-21=-412/671, MiTek recommends that Stabilizers and required 12-21=-580/595,13-19=-2/334, cross bracing be installed during truss erection,in 13-17=-1267/1012,9-25=-811/439, accordance with Stabilizer Installation uide. 9-22=-654/1066,7-25=-2204/1925 REACTIONS. (lb/size) NOTES- 15 = 739/0-3-8 (min.0-1-8) 1)Unbalanced roof live loads have been considered 2 = 1044/0-8-0 (min.O=1-8) for this design. 24 = 2457/0-3-8 (min.0-2-14) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max Horz Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 2 = 258(LC 12) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Max Uplift (envelope)and C-C Exterior(2)zone;cantilever left- 15 = -354(LC713) and right exposed;C-C for members and forces& 2 = -542(LC 8) MWFRS for reactions shown;Lumber DOL=1.25 plate 24 = -1030(LC 9) grip DOL=1.25 Max Grav 3)Provide adequate drainage to prevent water 15 = 765(LC 20) ponding. 2 = 1048(LC 19) 4)All plates are MT20 plates unless otherwise 24 = 2457(LC 1) indicated. 5)All plates are 3x6 MT20 unless otherwise indicated. FORCES. (Ib) 6)Plates checked for a plus or minus 0 degree Max.Comp./Max.Ten.-All forces 250(lb)or less except rotation about its center. when shown. 7)This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live 2-3=-2087/1834,3-4=-1625/1365, loads. 4-5=-1530/1376,5-6=674/704, 8)*This truss has been designed for a live load of 6-7=-667/693,7-8=-1421/1750, 20.Opsf on the bottom chord in all areas where a 8-9=-1483/1733,9-10=-1268/1382, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 10-11=-1018/550,11-12=-1018/550, bottom chord and any other members. 12-13=-1381/930,15-17=-729/585 BOT CHORD 2-34=-1900/1924,29-34=-1900/1924, 8a�ai 8!ethneryBT!nilntSe'„-I AC(IO:SS:S('Nf(6 h 6Ek!Lr IONS E(71SIf1011NSI0N("trfd'j 6[Ak�fiKENF!If'Ma refit re!ip ra,aeursml:!elwhs!.(4s Tn!s rx.p kcsio-TQU?jrr4ae Rtlhst i.Ls"a 0:PE 1!Innn S4:Nk!ttt mt 9elested!!eise sale!n IEt fUD,x� wresn ;nrvmk !f�aETmbth„titr;�T!mD!m(rse e,pa�hryte;,4esnln,!ITDDrry!s!mmmepmza�epresaad«�naq,egna�S, (eperauprTnisewdnailay.nse!t(�a-Thagve!uzpnmiarsgn(m!n;ur�mq Anthony T.Tombo III,P.E. e/.u.I5nlrtuh;aprflle.yl!H!!niunSlApdp!Onu; OndiecSt ul opStuC!hild:;C:cine,ilde u!Intdne 8(,ge8(nl6rl:m ta9t¢g ur,Wlfld.Qegt!.N.(@.TUA ni¢rlieu u!It1!Inss, 4lcgt�,l.n3.t'oru!,nshlleArc¢Qtr,oryw9kte r!.rauir.Flj!{ 180083 e wa=;;n�e:�(emaar.r�eae;s!,wmneiwdrupame;m(ri(einrsawrau�rh�,sehq�ca,rna;rajpNnr�tnina(srcrmeenn:dkrtenoil.ane vuc�nseenq:.!rare,ua(xe;drrern!so!sign,Tnss.ecpa�,!!!e!nnnu�nr,!!,�cen 6!9lf.1riu;P 4451 St.Lucie Blvd. e5!n!u(e(x!diro(�alaSnd rpnhm6ghr1ic5n inNnl 11,1..Nopiby�un is 0 . Tnit Slam h1w dmp WhI.ul u�71u1a!ns uars1>fieluIIH. • - Fort Pierce,FL 34946 CoppigM71616A-I toolUutses-Aothoofi.Tombolll,P.E.Reprodurtieaahhisda(cmect,inaoy farm,isp(ahihiledvrithout Ike writlanperminiunlroa!A-)Roof Trusses-AnRooyT.Iom6o1lI,P.E. Job. Truss Truss Type City FY Std. PaD./6811 El A u XCAS6811AM A11 Half Hip 1 1 A0119.741 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:-8.020 s Aug 312016 Mil Industries,Inc. Mon-Dec 12 14:34:48 2016 Page iD:rS2yUAsdrwV4V5ztD I W W pPzmH46-b08_ie?5PmJZn?BnRaUsMZrCUHzFeIPt?Mnkl py9hm 1 4- 7-0-12 14-3-0 18-2-8 22-2-0 26-11-14 31-9-12 38-8-14 45 8-0 4 7-0-12 7-2 4 3-11-8 3-11-8 4-9-14 4-9-14 6-11-2 6-11-2 4x8= Dead Load Dell=1-1/16 i 4.00 FIT 3x6 5x6= 3x4 II 3x8 MT20HS= 3x4 II = 4x6 7 g 9 10 11 12 3x4 II W4 6 5xl0 MT20HS Wl 5 W9 WS - 12 3x6% 4 1 1 cz 3 W2 RR XB4 2x4 11 1 3 19 16 W10 0 n 2 7x10- o l 28 18 17 29 30 31 N 26 27 27 20 12x18 MT20HS= 15 32 14 33 13 4x8= 3x10= 3x4= 3x4 11 3x6= 5x6= 12x18 MT20HS= 7-0-12 14-3-0 22-2-0 31-9-12 ,_ 8- 14 45-8-0 7-0-12 7-2 4 7-11-0 9-7-12 6-11-2 6-11-2 Plate'Offsets(X,Y)- [2:0-0-0,0-1-2],[3:0-2-8,0-1-8],[4:0-5-0,Edge],[6:0-2-0,0-2-0],[11:0-2-8,0-1-12],[13.0-3-0,0-3-0],[16:0-4-4,0-3-0],[17:0-1-12,0-0-0],[18:0-8-8,Edge], [18:0-0-0,0-1-12],[19:0-3-4,Edge],[20:Edge,0-1-8),[21:0-3-8,0-1-8] 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.87 17-19 >627 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.51 17-19 >362 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horzl 0.57 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:291 Ib FT=0% LUMBER- TOPCHORD 2x4 SP M 31 *Except* 8)*This truss has been designed for a live load of T3,T4:2x4 SP M 30 TOP CHORD 20.Opsf on the bottom chord in all areas where a BOT'CHORD 2x4 SP M 30*Except* 2-3=-5170/4175,3-4=-7328/6312, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 131:2x4 SP M 31,B2,B5:2x4 SP No.3 4-5=-7251/6328,5-6=-7328/6515, chord and any other members,with BCDL= 136:2x4 SP l 6-7=-4446/3829,7-8=-4203/3711, bottom bottomf. WEBS 2x4 SP No.3*Except* 8-9=-3525/3030,9-10=-3514/3029, 9)Provide mechanical connection(by others)of truss O THERS 2x4 SP No.3 BOT W3:2x4 M 30 3514/3029 to bearing plate capable of withstanding 995 Its uplift at OT C CHORD joint 13 and 1029 lb uplift at joint 2. WEDGE 2-26=-4549/4819,21-26=-4549/4819, 10)This truss has been designed for a moving Left:2x4 No.3 19-20=0/282,5-19=-417/572, concentrated load of 200.01b live located at all mid BRACING-- 19-28=-4785/5232,15-28=-4785/5232,TOP CHORD 17-18=-4785/5232,17-29=-3553/4022, panels and at all panel points along the Bottom Chord,Structural wood.sheathing directly applied or 2-2-0 oc 29-30=-3553/4022,30-31=-3553/4022, nonconcurrent with any other live loads. purlins, except end verticals. 16-3 1=-3553/4022,9-16=-398/462, BOT CHORD 14-33=-1365/1612,13-33=-1365/1612 LOAD CASE(S) Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS -Standard WEBS 3-21=-1278/1411,19-21=4617/4869, 1 Row at midpt 3-19=-1843/2066,6-19=-2279/2410, 1243,19-21,3-19,6-19,6-17,14-16,11-16 6-17=-1526/1582,-7-17=-862/1103, 2 Rows at 1/3 pis 11-13 8-17=-245/335,8-16=-748/787, MiTek recommends that Stabilizers and required 14-16=-1383/1654,11-16=-2156/2465, cross bracing be installed during truss erection,in 11-14=-316/479,11-13=-2401/2035 accordance with Stabilizer Installation guide. NOTES- REACTIONS. (lb/size) 1 Unbalanced roof live loads have been considered 13 = 2047/0-3-8--(min.0-2-7) for this design. 2 = 2143/0-8-0 (min.0-1-12) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max Horz Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 2 ' = 500(LC 8) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Max Uplift (envelope)and C-C Exterior(2)zone;cantilever left 13 _ -995(LC 8) and right exposed;C-C for members and forces 8a 2 _ -1029(LC 8) MWFRS for reactions shown;Lumber DOL=1.25 plate Max Grav grip DC)l 13 = 2047(LC 1) 3)Provide adequate drainage to prevent water 2 = 2143(LC 1) ponding. 4)All plates are MT20 plates unless otherwise FORCES. (lb) indicated. Max.Comp./Max.Ten.-All forces 250(lb)or less except 5)Plate(s)at joint(s)4,10,12,13,2,20,5,18,18,9, when shown. 15,3,21,19,6,17,8,14,16,11 and 1 checked for a TOP CHORD plus or minus 0 degree rotation about its center. 2-3 5170/4175,34=-7328/6312, 6)Plall at joint(s)7 checked for a plus or minus 3 4-5L-7251/6328,5-6=-7328/6515, degree rotation about its center. 6-7=-4446/3829,7-8=-4203/3711, 7)This truss has been designed for a 10.0 psf bottom 8-9=-3525/3030,9-10=-3514/3029, chord live load nonconcurrent with any other live 10'11=-3514/3029 loads. I W'zckl-rknt Oug1jum*fie':-I NGFI65CS{•StYIU-''01111 IM I(71TNTIPI um4(.inAM06 TWIT,lno.rank trig t¢a d-I udmtsu lariosOwtu riq;lUG}d@e WWI I.Im.3:U Idur ±<AM.1?¢-U±4neGnriustald¢Ih fQ6,avp krTekmstemrrlCe;still x>sl lar8¢1Geuhm6l.lsaTr¢sO±siR Fasre¢px,SPa;klry Fgna±%,4iesnlnarl lDDntrum®eaepswcedRe trhssir¢le±puerica testu!i6iutbr lEe to gauiex s'etl:i'±ssL±yi7einee iPUaa¢,avlerF?II.ise d¢iP¢napk¢,6-±dgneirtkrb ei¢ldnT Anthony and andodltcssaaer4Udg la Hr¢s T.Tombt I11,P.E. I.Wat dti 0.m& Nri,W& N h add d 6 llHai 6alamau4W-AIn�i. 80083 rs rk!dsl:rs:7ea¢t(aa3¢lx.fl alas sd aA iaRe lCDaal lee pxfrtes wi pitelu¢alG±lrill616n1wMSil:lt lv'a..1.R fiPllu7lrlfl WSr(i 4451 Si Lucie Blvd. e:E:ltiiu le6esd lleraalu'd el Saakwntkl EraO Pfun indml.RaTrvss[xsip hlaxhliL70:d!!i>t faslp�e erTnssSpsiea ral"ueu±!.ml tail!®l.sli mtiroTrdxnsmnlda:106F1. Fort Pierce,FL 34946 (o l hf©2016 A-I loci T.Tambo Ill.P.F.Re lodultiaa ofthis dorenow,in on form,is sohibited without The written•emission from A4Roof Trusses 1.lomho ell,P.E. P)<9 Y P Y P P- Y Job Truss Truss Type Qty Ply Std. Pac./6811-El A tt XCAS6811AM Al2 Half Hip 1 1 AO'119742 Job Reference(optional) -J Al Roof Trusses,Fort Pierce,-FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:49 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-4bl Mv_OjA4RQP9m_?H?SumNNzhJgNDc1 E0W HgGy9hm ii 4-p 7-0-12 i4=3:0 M0- -0 25-11-14 31-9-12 38-10-15 45 8-0 113 0 7-0-12 ?-2_4 5-11-0 5-9-14 5-9-14 7-1-3 6-9-1 5x10 MT20HS= Dead Load Defl.=1-1/16 i 4.00 12 2x4 II 4x6= 5x6 WB=4x8= 3x4 11 6 7 8 9 10 11 5x10 MT20HS WEdi 4x6 5 T W8 3x6 4 W4 N3233 3 0 W22x4 II 3 912 9 15 12xl —28 18 17 29 16 30 N26 27 5x10 MT20HS= 3x8 31 21 20 14 12 4x6= 4x8—_ 3x10= 3x4= 3x4 II 3x6= 5x6= 7x14 MT20HS= 7-0-12 14-3-0 20-2-0 25-11-14 , 31-9-12 38-10-15 45 8-0 7-0-12 7-2 4 5-11-0 5-9-14 5-9-14 7-1-3 6-9-1 Plate Offsets-(X,Y)— [2:0-0-0,0-1-2],[3:0-2-8,0-1-8],[4:0-5-0,Edge],[6:0-6-4,0-2-4],[9:0-3-0,Edge],[10:0-2-8,0-1-12],[12:0-3-0,0-3-0],[13:0-2-12,0-1-8],[18:0-2-4,0-2-0], [19:0-7-12,Edgel,[20:Edge,0-1-8],[21:0-3-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.90 18-19 >605 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.53 18-19 >357 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.62 12 n/a n/a !� BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:287 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31`Except' 9)This truss has been designed for a moving T3,T4:2x4 SP M 30 BOT CHORD concentrated load of 200.0lb live located at all mid BOT CHORD 2x4 SP M 31'Except` 2-26=-4485/4814,21-26=-4485/4814, panels and at all panel points along the Bottom Chord, B2,B6:2x4-SP Not,B5:2x4-SP No.3 19-20=0/283,5-19=-1047/1292, nonconcurrent with any other live loads. B4:2x4 SP M 30' 19-28=-6313/6923,18-28=-6313/6923, WEBS 2x4 SP No.3*Except` 17-18=-4149/4706,17-29=-4149/4706, W3:2x4 SP M 30,W8:2x4 SP No.2 16-29=-4149/4706,16-30=-3547/4162, LOAD CASE(S) OTHERS 2x4 SP No.3 15-30=-3545/4163,8-1'5=-867/917, Standard WEDGE 13-32=-1448/1730,32-33=-1448/1730, Left:2x4 SP No.3 12-33=-1448/1730 BRACING- WEBS TOP CHORD- 3-21=-1269/1386,19-21=-4529/4837-, Structural wood sheathing directly applied or 2-2-0 oc 3-19=-1816/2068,5-18=-2486/2420, purlins, except end verticals. 648=-984/1202,6-16=-176/256, BOT CHORD 7-16=-434/492,8-16=-640/675, Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15=-1485/1762,10-15=-2527/2921, WEBS 10-13=-378/534,10-12=-2486/2082 1 Row at midpt 19-21,3-19,5-18,13-15,10-15 NOTES- 2 Rows at 1/3 pts 10-12 1)Unbalanced roof live loads have been considered MiTek recommends that Stabilizers and required for this design. cross bracing be installed during truss erection,in 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) accordance with Stabilizer Installation guide. Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS REACTIONS. (lb/size) (envelope)and C-C Exterior(2)zone;cantilever left 12 = 2047/0-3-8 (min.0-2-7) and right exposed;C-C for members and forces 8e 2 = 2143/0-8-0 (min.0-1-12) MWFRS for reactions shown;Lumber DOL=1.25 plate Max Horz grip DOL=1.25 2 = 458(LC 8) 3)Provide adequate drainage to prevent water Max Uplift ponding. 12 = -988(LC 8) 4)All plates are MT20 plates unless otherwise 2 = -1035(LC 8) indicated. Max Grav 5)Plates checked for a plus or minus 0 degree 12 = 2047(LC 1) rotation about its center. 2 = 2143 LC 1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(Ib)or less except 7)'This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-5165/4178,3-4=-7323/6282, bottom chord and any other members,with BCDL= 4-5=-7248/6299,5-6=-4998/4259, 10.0psf. , 6-7=-4681/4038,7-8=4681/4038, 8)Provide mechanical connection(by others)of truss 8-9=-4145/3537,9-10=-4145/3537 to bearing plate capable of withstanding 988 lb uplift at BOT CHORD joint 12 and 1035 lb uplift at joint 2. 2-26=-4485/4814,21-26=-4485/4814, a=�n-nratnNrr�alrtri:.M.•xlaacn�ssKfsaEEe}iE�ulnuuaearr+naismsinuirralaonemEn�ut+r6r�sMa<ltrirlFul�dt,:mlrtat�r�,t;al:t,m:otl�.E+ehrE;lEs}uA@eFeLLl�i.itaitL9;P.EEdreu:ek»tk!e:tvse9dtssdYtrvisesltltlnlhID6,zay enett mtrrtsEuunlMnemnnhntil.tsiuss0a4rEearlie.S7eadhpten)nelnluurIDDurrKnd®m,asedPapde:ilaleegenerrztrttbuartanetespattaa rmsteaeluwtoonr,alrrntikl��I.uaNrsanemgn.iwn,uranq Anthony T.Tombo III,P.E. .4-1 nislrxtinmkiltfigIsA,res;twaildrdlu0nu,ILOwaeis"fthdpe V 0,k1h"ompo'b It oftld He 11f,fit 19.1 fit iW h: N epped0,INWdgtidd nllkei,Rs,i w gwll'9r,sY'ttt'WhIIdIIaLtdltlet�5.LQ0lnesFsi0.'bfillyd T 80083 ' �rdan+se it NEu?eGx.btu s drA egtll�nl ferm7asufg ileltntirxiNltrkrsFama 5d9rMarzdu lLripN4edlrifl�lSrElee,ehru dh i,etrilpina EPdlz9asnettlra ti5nulla:nd4slmsPt6pu,tro aegasitmedT�ssuvat <u 4451 it.Lucie Blvd. e5ldulthtelpatamee>3rtrlt+ttn■rintsElt�Eusesm,trd.ELins[eupbyntxi;tot�ka�[m:tgtcuintsSrneaEgvettdmri>;uar.rPte3rr*elamsmnl:fatlnnFL Copyright 01016 Ad tool Trusses-Anthony L TomSo III,P.E.Reproduction of this doamens,in any form,is prohibited without the written permission from A-1 Roof Trusses-AndonyT.Jumbo In,P.E. Fort Pierce,FL 34946 Job: Truss Truss Type QtY Ply Std. Pac./6811 El A A011974s a- XCAS6811AM A13 Half Hip 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:50 20.16 Page ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-YnJk7KOLxNZHOJLAZ_XKR_wWg5ff6f1ATgGrf�iiy9hm 1-4 7-0-12 14-3-0 18-2-0 24-11-14 31-9-12 38-10-15 45-8-0 7-0-12 7-2 4 3-11-0 6-9-14 6-9-14 7-1-3 6-9-1 7x10 MT20HS- 4x6-_ Dead Load Dell.=1-1/16 it 4.00 12 20 11 5x6 WB= 4x10= 30 11 6 7 8 g 10 11 4x6 5133x6 MT20HS W� 5 WS 4 is W5 11 W2 0 0 II -XR41 2x4 11- 3 19 15 9 0 7x14 0 w ;T 1 2 2B is 17 16 29 lc vol 26 27 7x14 MT20HS= 5x10 MT20HS:-- - 30 3132 21 20 14 13 12 3x6= 48- 3x10= 3x4= 3x4 II 3x6= 5x6= 7-0-12 14-3-0 18-2-0 24-11-14 31-9-12 38-10-15 45-8-0 7-0-12 3-11-0 6-9-14 6-9-14 7-1-3 6-9-1 PlateOffsets(X,Y)- [2:0-0-0,0-1-2),[3:0-2-8,0-1-8],[4:0-5-0,Edge],[6:0-4-12,0-2-8],[9:0-3-0,Edge],[12:0-3-0,0-3-0],[13:0-2-0,0-1-8],[15:0-7-8,0-4-8],[19:0-7-12,Edge], [20:Edge 0-1-81 [21:0-3-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.93 18-19 >585 360 MT20 244/190 t TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.57 18-19 >348 240 MT20HS 187/143 BCLL1 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.66 12 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:279 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31*Except* 9)Provide mechanical connection(by others)of truss T3,T4:2x4 SP M 30 BOT CHORD to bearing plate capable of withstanding 982 lb uplift at BOT CHORD 2x4 SP M 31*Except* 2-26=-4429/4818,21-26=-4429/4818, joint 12 and 1041 lb uplift at joint 2. B2,B5:2x4 SP No.3,B6,B4:2x4 SP M 30 19-20=0/283,5-19=-1041/1255, 10)This truss has been designed for a moving WEBS 2x4 SP No.3*Except* 19-28=-6161/6876,18-28=-6161/6876, concentrated load of 200.01b live located at all mid W3:2x4 SP M 30,W8:2x4 SP No.2 17-18=-4613/5285,16-17=-4613/5285, panels and at all panel points along the Bottom Chord, OTHERS 2x4 SP No.3 16-29=-4085/4854,15-29=-4083/4856, nonconcurrent with any other live loads. WEDGE 8-15=-861/909,13-31=-1585/1913, Left:2x4 SP No.3 31-32=-1585/1913,12-32=-1585/1913 BRACING- WEBS TOP CHORD 3-21=-1271/1375,19-21=-4485/4840, LOAD CASE(S) Structural wood sheathing directly applied, except end 3-19=-1754/2048,5-18=-1984/1924, Standard verticals. 6-18=-1069/1279,6-16=-199/529, BOT CHORD 7-16=-519/602,8-16=-704/758, Rigid ceiling directly applied or 2-11-10 oc bracing. 13-1 5=-1 613/1942,10-15=-2871/3370, WEBS 10-13=-434/575,10-12=-2613/2165 1 Row at midpt 19-21,3-19,13-15,10-15 NOTES- 2 Rows at 1/3 pis 10-12 1)Unbalanced roof live loads have been considered MiTek recommends that Stabilizers and required for this design. cross bracing be installed during truss erection,in 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) accordance with Stabilizer Installation uide. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf;- 1,=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS REACTIONS. (lb/size) (envelope)and C-C Exterior(2)zone;cantilever left 12 = 2047/0-3-8 (min.0-2-7) and right exposed;C-C for members and forces& 2 = 2143/0-&0 (min.0-1-12) MWFRS for reactions shown;Lumber DOL=1.25 plate Max Horz grip DOL=1.25 2 • = 417(LC 8) 3)Provide adequate drainage to prevent water onding. Max Uplift 982(LC 8) 4)All plates are MT20 plates unless otherwise 2 _ -1041(LC 8) indicated. Max Grav 5)Plate(s)atjoint(s)4,6,11,12,2,20,5,17,8,14,3, 12 = 2047(LC 1) 21,19,18,7,16,13,15,10 and 1 checked for a plus 2 = 2143(LC 1) or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)9 checked for a plus or minus 3 FORCES. (lb) degree rotation about its center. Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)This truss has been designed for a 10.0 psf bottom when shown. chord live load nonconcurrent with any other live TOP CHORD loads. 2-3 L-5169/4187,34=7309/6230, 8)*This truss has been designed for a live load of 4-5L-7231/6247,5-6=-5576/4770, 20.Opsf on the bottom chord in all areas where a 6-7=-5499/4683,7-8=-5499/4683, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8-9 4821/4063,9-10=-4821/4063 bottom chord and any other members,with BCDL= BOT CHORD 10.Opsf. 2-26=-4429/4818,21-26=-4429/4818, i �ri�-nffieauiip.�i:,i:.nf'i-Imeitn:sra('iEuftyeaaltttrusamrlAr3s+3smuitrra;aaa�s�futnrlira.rea(dfsln(aooaea®dfwdam:surastnuef�iaisi:tp[+}wnzw:eill.T.v.Q:ettaa�ase�3.(mfe:_uelfsse4=,�ns�dfeiimeIDgaeq AnthonyL d9Te'sssmmftites afU ieas?I In tterCD siMnUl.IsfTuss Nut. frt[farxr7<,Sp:.isln iE ;&suluay IDDrt(fetutsmmtp[ssea4'tdlOftSinLIIlEQ(edlEditrtittdddy5fra dtiTnadi:e s!Ooy:t(ms de?medu NTOD iflr.fduTn.LR<dtujiffNS(irti3;IFRif�lRtlllliir� del T.Tombo III,P.E. mdff/Il�itt[xiMrlltFlllVllS fliflS)IF::IVId(ahtOPEN,C4OYNIf OA=i:t:!dit?0sr6ElEddlFt piSifff,@!F?LLFIIII LI IIlIIr.Nt CdrTdlrllAm!loddEt Udt ildtn r.RlQ�'tt6''fdU.t TeO is iifltrll tfi alitfrJSS,L@'Iidti9rSCI9T,i'Y.[i?IFShIltlpf ifLlttd�5)OI EeuRilfrWn.'rj ii 80083 1 CeraJ:e74n: N(uhslm.b7irafss9e?sh6tfCUcdnipxsrtumiplelimftrxteUtur6spx.^ISfilr�a¢tin;k(Yipnisa!!}inudit(ten,dnw:Nkfteufii;.idnu,nid5ces"�esfzluvaa5n¢ddAtsaCtietsCssiesu,r:isseErnStiifeiextrriraffnrmyrn<n 4451 St.Lucie Blvd. f1�rise dthed rpa Gittca atfffd stuNvunEt6fEU Famiuilfed. Fort Pierce,FL 34946 Copyright 02016A-I Roof Trosses-Anthony T.Tomho lilt P.E.Repfodustionofthisdommen,in coy form,ispfohihiledwithoutthen'rinenpermissionfromURoofTrouts-AnlhonyT.Tomholll,P.E. Job Truss Truss Type Qty Ply Std. Pac./68-1-1 El A XCAS6811AM A14 Half Hip 1 1 AO'119744 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aliruss.com Run:8.020 s Aug 31-20 --Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:50 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-YnJ k7KO LxNZHOJLAZ_XKR_wX15e86h1ATgGrMiy9hm i1 4-Q 7=0-12 14-3-0 16-2-0 21-5-10 26-9-9 31-9-12 37-101 44-6-0 1 4-0 7-0-i2 7-2 4 1-11-0' 5-3-10 5 4-0 5-0-3 6-0=8 6-9-12 4.00 12 5x10 MT20HS--- 3x6- Dead Load Dell.=1-1/8 is - 4x6 75� 3x6-_ 5x6 WB= 3x4 11 4x10= 3x4 II - 5x10 MT20HS WB5-� 5 6 7 T.118 9 10 11 12 <1V 3x6 4 3 W2 1 12 1 2x4 II 3 0 160N1219 Io 29 30 18 17 31 Imo, Uq 0 7x14 MT20HS= 27 22 28 5x10 MT20HS= - 1 21 3x8= 3x6= 15 32 14 33 13 4x8- 5x8= 3x4= 3x4 II 3x8= 5x6= 7-0-12 , 14-3-0 ,16-2-0, 23-11-14 31-9-12 37-10-4 44-8-0 7-0-12 1-11-0 7-9-14 7-9-14 6-0-8 6-9-12 Plate Offsets(X,Y)- [2:0-0-0,0-1-21,[4:0-5-0,Edgel,[9:0-3-0,Edgel,[13:0-3-0,0-3-01,[14:0-3-8,0-1-81,[20:0-7-12,Edgel,[21:Edge,0-1-81,[22:0-3-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.96 17-19 >556 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -1.68 17-19 >318 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.69 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:268 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31 *Except* 10)This truss has been designed for a moving T3,T4:2x4 SP M 30 BOT CHORD concentrated load of 200.OIb live located at all mid BOT CHORD 2x4 SP M 31*Except* 2-27=-4265/4697,22-27=-4265/4697, panels B1,B6:2x4 SP M 30,B2,B pan and at all panel points along the Bottom Chord, 5:2x4 SP No.3 20-21=0/282,5-20=-979/1127, panels an rent with any other live loads. WEBS 2x4 SP No.3*Except* 20-29=-5854/6632,19-29=-5854/6632, W3:2x4 SP M 30,W9:2x4 SP No.2 19-30=-5311/6222,18-30=-5311/6222, OTHERS 2x4 SP No.3 17-18=-5311/6222,17-31=-5023/5956, LOAD CASE(S) WEDGE 16-31=-5023/5956,10-16=-356/416, Standard Left:2x4 SP No.3 14-33=-1723/2094,13-33=-1723/2094 BRACING- WEBS TOP CHORD 3-22=-1224/1321,20-22=-4310/4700, Structural wood sheathing directly applied or 2-2-0 oc 3-20=-1623/1941,5-19=-1508/1513, purlins, except end verticals. 6-19=-1440/1722,7-19=-735/388, BOT CHORD 7-17=-122/296,8-17=-191/386, Rigid ceiling directly applied or 2-2-0 oc bracing. 8-1 6=-1 0821996,14-16=-1754/2144, WEBS 11-16=-2879/3436,11-14=-554/651, 1 Row at midpt 11-13=-2706/2227 20-22,3-20,14-16,11-16 2 Rows at 1/3 pts 11-13 NOTES- MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered cross bracing be installed during truss erection,in for this design. accordance with Stabilizer Installation guide. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; REACTIONS. (lb/size) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 13 = 2002/0-3-8 (min.-0-2-6) (envelope)and C-C Exterior(2)zone;canti lever left 2 = 209810-8-0 (min.0-2-8) and right exposed;C-C for members and forces& Max Horz MWFRS for reactions shown;Lumber DOL=1.25 plate 2 = 376(LC 8) grip DOL=1.25 Max Uplift 3)Provide adequate drainage to prevent water 13 = -956(LC 8) ponding. 2 = -1025(LC 8) 4)All plates are MT20 plates unless otherwise Max Grav indicated. 13 = 2002(LC 1) 5)Plate(s)atjoint(s)4,6,12,13,2,21,5,18,10,15, 2 = 2098(LC 1) 3,22,20,19,7,17,8,14,16,11 and 1 checked for a plus or minus 0 degree rotation about its center. FORCES. (lb) 6)Plate(s)at joint(s)9 checked for a plus or minus 3 Max.Comp./Max.Ten.-All forces 250(lb)or less except degree rotation about its center. when shown. 7)This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live 2-3=-5042/4083,34=-7068/5985, loads. 4-5=-6991/6005,5-6=-6067/5199, 8)*This truss has been designed for a live load of 6-7=-5787/4995,7-8=-6158/5141, 20.Opsf on the bottom chord in all areas where a 8-9=-5068/4205,9-10=-5068/4205, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 10-11=-5029/4182 bottom chord and any other members. BOT CHORD 9)Provide mechanical connection(by others)of truss 2-27=-4265/4697,22-27=-4265/4697, to bearing plate capable of withstanding 956 lb uplift at joint 13 and 1025 lb uplift at joint 2. S@-ries Iltest dtu•5tlf roier iit'LI LOhr1i;SSESj SEIIE['b 6(AlA 1E17AS L(OL4dIiCLSNSI041'tPf:l^L�n;nFiyYfaT hrJ.ir.A(de!iP ltuoeus and rtodasees u liis(mn:+.s'g7 CrarizL;lfd}ud I1e Lehr I.lea'++11;Pt Itlua;e<.hatklhtt a:e.Utleu tl4etwise seoti a Ih SPA,>B;p WTei,eumsiien,4.11k"il.ar Tctuh"Iit AStTnss Oesge[edm:;l.e.,$±tllh Egntaaix s�l��tlCD;gs>Scmume,Jan tfGe(n!ess�ud etrcemrl uslu!ilJghr�e ie geuft*s!o,i:Lns t<xaeiuR<7DO NJ.nlu t?I1.IUiWP-nIot.0os3ntiains,:rblq Anthony T.Tornbo 111,P.E. .1-1W31.1.1-71dws;is 0"'Sp OilltrlR9nv,IF!OYIN SeI,H •d ea wtlrlrUig Puinsr,u!ku[Intel ue lLl,ut lsi>,ter lxrlao,1We WIM 1.Regpuicfa,766ultst1u4...1 tie 1."ixldryd 1.J'stam•,is;hlld se ulFnary it➢6eSee:jsnnalTrf : 80083 1 eL dn!'i '(edIi49IX . l[4ttSSJOAoIfICDnIheP� tSAlltiltlntSel eLtltt(t(Ot SilelricT¢Cn((�lrtt Fel7lll lSf(LlelelntYNltljennlnl L> 4ceS6enFun3r5nuAdaeSdCelrtfSUeSieuy7rnseecP,Antmalresszoanxe,am 4451 i Lucie Blvd. ee:rxiu iEF.e.41ja6thrxls�!u7g:turi6gtrdl ruEtt'utslr.L naln;sr2:f>.utg is here-1t95�EYsip:s.trTn;sfPua(sjuty el ui ieiSop.Ul np'tlnftvs tnaiia:l i3T14L Fort Pierce,FL 34946 (oprrighl02016 A-]Roof Trusses-Anthony T.Tomb III,P.E.Reprodurtian of[his daament;in ony form,is ptobibifedw•ithoul The wrineo permission from A-1 Roof Tresses-Anthany L Tomba lil,P.E. Job,, Truss Truss Type Qty Plv Std.Pac./6811 EI A XCAS6811AM A15 2 HALF HIP 1 A0119745 �- ! Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altrvss.com Run:8.020 s Aug 312016 Pdnt:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:34:52 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-UAQVX02bT?p?GdUZgPZoW P?sLvMWabiTw_IxRby9hm 1-4�s1$14 3-2-0 7-1-15 11-1-0 14-2-0 19-10-3 26-5-1 21:9-12 37-10-4 44-8-0 1-4-0 1-8-14 1-5-2 -2 2-9-11 3-11-0 3-1-0 5-8-3 6-0-14 5-4-11 6-0-8 6-9-12 4.00 F12 3x4 11 Dead Load Defl.=1-1116 i 5x6= 3x8 MT20HS= 4x8= 3x4 11 3x6= 3x6= 3x8 MT20HS::- 44% 8 9 TR 10 11 12 TA 13 14 3x6 2x4 z 5 6 0 4 4 W2 4 2x4 II 18 0 6x10- O 5 1 2 37 21 38 20 19 39 Icy T �35 24 36 23 3x8= 3x8 MT20HS= 3x6= 27 4x8= 3x4 11 17 40 16 41 15 46-_ 5x6= 5x10 MT20HS= 3x4 11 3x6= 5x6= 10x10 Y 4x6 1-8-14 i1-S-4, 7-1-115 14-2-01430 23-" -9-12 3708-961-5d22 0 3 8 -6 i 6449-81-02 0-3-10 Plate Offsets(X,Y)- [3:0-2-12,Edgel,[13:0-2-12,0-2-01,[15:0-3-0,0-3-01,fl8:0-3-0,0-3-01,[22:0-6-12,0-3-01,[24:0-1-12,0-2-01,[25:0-0-8,0-3-01,[27:0-1-11,0-0-91 I LQADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25_ TC 0.98 Vert(LL) 0.88 19-21 >607 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC " 0.86 Vert(TL) -1.54 19-21 >346 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) 0.67 15 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:512 lb FT=0% I LUMBER- TOP CHORD 2x4 SP No.2*Except* 5)All plates are MT20 plates unless otherwise i T1:2x4 SP M 30 BOT CHORD indicated. BOT'CHORD 2x4 SP No.2*Except* 2-32=-2940/3133,27-32=-2940/3?33, 6)Plates checked for a plus or minus 0 degree B3:2x6 SP No.2-,B2:2x4 SP M 31 27-33=-3097/3304,26-33=-3097/3304, rotation about its center. B4,B7-:2x4 SP No.3,B5,B6:2x4 SP M 30, 25-26=-1363/1472,3-34=-5293/5881, ro ro This truss has been designed fora 10.0 psf bottom WEBS 2x4 SP No.3*Except* 25-34=-5293/5881,25-35=-6787/7498, chord live loads been designed t with any Other live W6:2x4 SP No.2 24-35=-6787/7498,24-36=-268/326, OTHERS 2x4 SP Toads.No.3 23-36=-268/326,7-22=-1603/1834, to*This truss has.been designed for a live load of BRACING- 22-37=-7643/8735,21-37=-7643/8735, 8)*psfThis truss the bottom chord in all areas where a TOP CHORD 21-38=-6400/7562,20-38=-6400/7562, rectangle the tall by chord will fit between the Structural wood sheathing directly applied or 2-2-0 oc 19-20=-64OOf7562,19-39=-6157/7368, . bottom chord and any other members purlihs, except end verticals. 18-39=-6157/7368,12-18=-353/414, g)Provide mechanical connection ers(by others)of truss ROT CHORD 16 41=-1939/2377,15 41=-1939/2377 to bearing plate capable of withstanding 952 lb uplift at Rigid ceiling directly applied or 5-5-4 oc bracing. WEBS joint 15 and 1030 lb uplift at joint 2. 5-24=-1353/1304,-18=-1997/797, '10)This truss has been designed for a moving' REACTIONS. (lb/size) 16-19=-895412 10-18=-1293478/4, concentrated load of 200.01b live located at all mid 15 I 2002/0-3-8 (min.0-1-8) 16-18=-1954/2412,13-18=-3478/4205, panels and at all panel points along the Bottom Chord, 2 2098/0-8-0 (min.0-1-8) 13-16=-641/715,13-15=-2923/2385, nonconcurrent with any other live loads. Ma l Horz 3-27=-586/560,3-26=-1958/1869, 2 = 334(LC 8) 8-21=-1516/1898,7-21=-2538/2386, Max Uplift 22-24=-5565/6256,5-22=-2072/2435, LOAD CASE(S) 15 = -952(LC 8) 4-24=-1157/1160 Standard 2 = -1030(LC 8) Max Grav NOTES- 15 I = 2002(LC 1) 1)2-ply truss to be connected together with 12d 2 = 2098(LC 1) (0.131"x3.25")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 FORCES.-(lb) oc clinched. Max.Comp./Max.Ten.-All forces 250(lb)or less except Bottom chords connected as follows:2x4-1 row at when shown. 0-9-0 oc clinched,2x6-2 rows staggered at 0-9-0 oc TOP CHORD clinched. 2-3=-3505/2804,3-4=-7778/6638, Webs connected as follows:2x4-1 row at 0-9-0 oc 4-5i-6761/5678,5-6=-9145/7791, clinched. 6-7L-9091/7800,7-8=6962/5876, 2)All loads are considered equally applied to all plies, 8-9=-6681/5698,9-10=-7573/6224, except if noted as front(F)or back(B)face in the 10-11=-6220/5101,11-12=-6220/5101, LOAD CASE(S)section.Ply to ply connections have 12-13=-6144/5054 been provided to distribute only loads noted as(F)or BOT CHORD (B),unless otherwise indicated. 2-32=-2940/3133,27-32=-2940/3133, 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) 27-33=-3097/3304,26-33=-3097/3304, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,- 25-26=-1363/1472,3-34=-5293/5881, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 25-34=-5293/5881,25-35=-6787/7498, (envelope)and C-C Exterior(2)zone;cantilever left 24-35=-6787f7498,24-36=-268/326, and right exposed;C-C for members and forces& 23 36=268/326,7-22=-1603/1834, MWFRS for reactions shown;Lumber DOL=1.25 plate 22'37=-7643/8735,21-37=-7643/8735, grip DOL=1.25 21 138=-640017562,20-38=-6400/7562, 4)Provide adequate drainage to prevent water ponding. ne'rht-nme rtaasttyreee.>9e 2I�ti 1M3&S�IIhB}am[19Z d(Jr[IR835 NST71dCC'fct�83p4A:3r1kXI'hrsL Teti lesiTr Tuearlus�i naiss!:s u feisYms:>y^wrvier�lf><}swi lle iwut l.lexv f.7,PLrdeu;eSM±45Sm ut Udasedereise Neel a @e 1CD,mIr kiTei cuaUerr#:ta vellte Rel lnIItlrPta eanW.l;eimsUesite Egirxzr(e;Steudn,(rpere;ytiesulnuelDD:quum®aa,^seedt`erMnsienl upuericj requrildaryr Rstnq cdeasctV:T�sskzeN ee tta TCU ay,rslni?41.Rties�ennaTmeS luegersianrs,u 7 !. Anthony T.Tombo IIf,P.E. mdeu Ana lmntx.7 k9liy is nexsluviddt go,..e d:Oreefto4ut4+:d ettAerthe teferq Demur,u'.-datelne ln,ne 19u9tW.W t0&g od"d 1111.hequndAke 700 ut q ne8.d ne T-,haleF.erl.&gV q.,usnlldne re94,dq Heil hefemlvuia rd `T'80083 RerA!8greitee9ToeAWsr.L1eNes s9aA®OelfJlul nepzriusal pilernndne reiitae[sspaeASeh¢IAarceneeplla�ftlBeelU(imeldnwWHgeurA�In¢BIIesSrasMeuquv3i&tinuldR;is sl dtlrus Cetiern,Tro:s:er�,SpHee e�lm;sA,9 �:ess 44515t.Lucie Blvd. >snetheatyateavlara9pseiowdugsrenlveesa�rl.ih:Trors[k�6juuis6CTAS93Ce}st:xrrnss5yrteahy'vad¢gbllra}1laleert9unsuenitalslr4l. Fort Pierce,FL 34946 (oppightc'02016A-I fool Trusses-AnthonpT.Tomhn III,P.LReprodu(tion of1his document,in gny form,is probibiied without The%Tintn permission from Al Roof Trusses-Anthony LTomho III,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811 AM B01 G Roof Special Girder 1 1 A0 19746 Job Reference(optional) , Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12?4`4:53 2016 Page ID:cS2yUAsdrwV4V5ztDIIAWpPzmH46-yM-tIL3DEIxstm31E7413cY4GIjQJl hd9eUVzly9hm1 27-8-o F11' 6-2-7 1 12-1-13 16-110 2141-4 24-10-12 a6-0-$ 31-10-8 M 8-4 35-10 39-8-0 43-0-8 46-0-0 '1-45-11-5 4-9-3 -2-8 -1-1 4-2-8 1-9-12 1-9-12 4-0-4 2-5-8 1-7-8 4.00 12 5x6= Dead Load Defl.=3/16 it = 3x6 3x6 6 4x8-- 3x8 " 5 7 2x4 11 3x4 11 3x8= 3x4 11 3x6 4 8 5x12- 3x4 11 3 8 MT;OHS 4x6= 3 9 1W121VV 12 14 1 16 16 2x4 II 3 8 0 n 1 2 9 o 25 1 19 1 I0. 0 45 34 -46 33 47 32 31 48 30 49 29 28 � 52 53 11 54 55 23 22 56 57 6 634 29961 59 61 18 17 4x6 2x4 11 3x6= 3x6= 4x6= 5x10= 3x4 11 3x4 11 5x6= = 3x8- 3x6 11 6x12= 6x10= 3x4 11 4x8= 6x10= �/ 27-8-0 1 6-2-7 12-1-13 16-11-0 21-8-4 %10-12 26-" 31-10-8 33-8-4 35-6-0 39-6-4 43-0-8 46-0-0 6-2-7 1 5-11-5 r 4-9-3 4-9-4 3-2-8 -1-1 4-2-8 1.9-12 1-9-12 4-0-0 4_. 2-5-5 1-7-8 Plate Offsets(X,Y)-- [9:0-8-4,0-2-81,[17:0-3-0,0-3-01,[19:0-3-0,0-3-01,[21:0-3-0,0-3-01,[25:0-5-0,0-3-01,[27:0-4-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.29 20-21 >849 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.33 20-21 >753 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.10 17 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:271 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2*Except* TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) B1:2x4 SP M 30,B4,137:2x4 SP No.3 2-3=-2160/1079,3-4=-1433/810, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; B5:2x6 SP No.2 4-5=-1349/819,5-6=-750/569, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS WEBS 2x4 SP No.3*Except* 6-7=-709/576,7-8=-1850/2338, (envelope);cantilever left and right exposed;Lumber W18:2x6 SP No.2 8-9=-1937/2360,9-10=-985/1395, DOL--1.25 plate grip DOL=1.25 OTHERS 2x4 SP No.3 10-11=-935/1353,11-39=-2215/2325, 3)Provide adequate drainage to prevent water BRACING- 12-39=-2215/2325,12-40=-2340/2423, ponding. TOP CHORD 13-40=-2340/2423,13-41=-2340/2423, 4)All plates are MT20 plates unless otherwise Structural wood sheathing directly applied or 3-6-14 oc 14-41=-2340/2423,14-42=-1443/987, indicated. purlins, except end verticals. 42-43=-1443/987,15-43=-1443/987, 5)Plates checked for a plus or minus 0 degree BOT CHORD 15-44=-1345/925,16-44=-1345/925, rotation about its center. Rigid ceiling directly applied or 3-11-5 oc bracing. 16-17=-1095/760 6)This truss has been designed for a 10.0'psf bottom WEBS BOT CHORD chord live load nonconcurrent with any other live T-Brace: 2-45=-1142/1984 34-45=-1142/1984, loads. 2x4 SYP No.3-9-25,7-27 34-46=-1142/1984,33-46=-1142/1984, 7) This truss has been designed for a live load of Fasten(2X) T and I braces to narrow-edge of web with 33-47=-763/1298,32-47=-763/1298, 20.Opsf on the bottom chord in all areas where a 10d(0.131"x3")nails,bin o.c.,with 3in minimum end 31-32=-763/1298,31-48=-497/736, rectangle 3-6-0 tall by 2-0-0 wide will fit between the distance. 30-48=-497/736,30-49=-632/448, bottom chord and any other members. Brace must cover 90%of web length. 29-49=-632/448,27-51=-1 439/1069, 8)Provide mechanical connection(by others)of truss 51-52=-1439/1069,52-53=-1439/1069, to bearing plate capable of withstanding 766 lb uplift at MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in 26-53=-1439/1069,26-54=-1428/1068, joint 17,603 lb uplift at joint 2 and 1740 lb uplift at joint29 accordance with Stabilizer Installation uide. 25-54=-1428/1068,10-25=-251/208, 9)This truss has been designed for a moving 24-55=-326/227,23-55=-326/227,) 23-56=-356/274 22-56=-356/274 REACTIONS. concentrated load of 200.01b live located at all mid (lb/size) , , ( min.0-1-8 17 1143/0-3-8 panels and at all panel points along the Bottom Chord, = ( ) 12-21=-384/277,21-57=-2128/2727,57-58=-2128/2727,58-59=-2128/2727, 2 = 668/0-3- 10)Hanger(s)or other connection device(s)shall be(min.0-1-8) nonconcurrent with any other live loads. 29 = 268/0-3-8 (min.0-3-2) 20-59=-2128/2727,20-60=-2128/2727,Max Horz 60-61=-2128/2727,61-62=-2128/2727, provided sufficient to support concentrated load(s)165 19-62=-2128/2727,15-19=-394/303 lb down and 170 lb up at 34-9-4,110 lb down and 115 2 = 232(LC 8) WEBS lb up at 36-3-4,110 lb down and 115 lb up at 38-3-4, Max Uplift 110 lb down and 115 Ib up at 40-3-4,and 110 lb down 17 = -766(LC 9) 3-34=0/291,3-33=-757/450, and 115 lb up at 42-3-4,and 165 lb down and 170 lb 2 = -603(LC 55) 5-33=-106/454,5-31=-669/485, up at 44-3-4-on top chord,and 428 Ib down and 648 6-31=-171/353,7-31=-667/1065, Max = -1740(LC 5) lb up at 33-10-12,76 lb down and 9 lb up at 34-9-4, M Grav 27-29=-269,9-25, 2593/ 402, 0, 59 lb down and 31 lb up at 36-3-4,59 lb down and 31 9-26=-5/292,9-25=-2593/2402, 2 = 1161(LC 51) lb up at 38-3-4,59 lb down and 31 lb up at 40-3-4, 2 = 2668(LC 1) 23-25=-1380/995,11-25=-429/444, and 59 lb down and 31 lb up at 42-3-4,and 76 lb 29 = 2668(LC 1) 11-23=-911/520,21-23=-1348/945, down and 9 lb up at 44-3-4 on bottom chord. The 11-21=-962/1450,14-21=-67 21, design/selection of such connection device(s)is the FORCES. (lb) 14-20=0/313,14-19=-1374/1221, ( ) 16-19=-1148/1661,27-30=-377/605, responsibility of others. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 7-27=-2598/1638 11)Warning:Additional permanent and stability TOP CHORD bracing for truss system(not part of this component NOTES- design)is always required. 2-3=-2160/1079,3-4=-1433/810, 12)In the LOAD CASE(S)section,loads applied to the 4-5=-1349/819,5-6=-750/569, 1)Unbalanced roof live loads have been considered face of the truss are noted as front(F)or back(B). 6-7=-709/576,7-8=-1850/2338, for this design. Continued on page 2 itl in-rite<t CE,l.¢1rte,i:*ht'bI dD[rT sS'tsj sElrFt yfiranlurrfJsaeouanCSSU+'smNl rard;aJWDRF:tifrlrYr ttrs,.rrdl dEsinrmoetts andtEed,m?3+t tu3 Tn:sCt,�y�Otlria{;I[d}tra nert15ti?Llem±el]:PE IEI+Yw[e<.Aeet k!tlEne D+It13tAFtvis,sold it lit IQD,mir MITI{i,ta,{CPi 001t 31'.I Ia lit TID lilt 10.Is,I sDrip!9;uE?rQ1,Spddn rtptw;,f s0 yIODrrptum..'$:f td,r(+!tlEI+ttI lE9&C+IEr"sluisiddrto14 ftsp at,E:.01T."egckdnmt TDO Or,xlet19 1.IN k3av uu�rna+3,IEr®tjfltans,gatJq eA sud:iislrzss'c:r kildiE is fie rs lt;itdd dFe Ovlu.MW+drtuieh+ -de tdwde ltilFrt OninEr,ul6E ud:sl llftlT(.1i:13tnttitl+u;to It ude uAT9I.Re rtddftE tODnd! httl ast El Oe irr5Lta4d Madl. Ce?ut,itlnCd.rt atkrlm SwDat al ttt dii, d Anthony T.Tembo III,P.E. AiCuprrighi r P 1 ! a 4� n ;, D " sr a80083 Itedndr?>;rJo1(ox+ta,utUEdEssdtA0at MOWIt,F',c,'3md l+IltrndtitWitt!lnj.t Sthir*uaut(rOIPrt8il+a yIR.1S .,ah,.td I,le IPita<c❑�IitLs.11 uS.MfitstAdkc'i41:e"W;'.'R.,NEpfton"vA Im,!t;c:lamvt+W'n 4451 St.Lucie Blvd. aa.,�tsetfi,,Iif.f.wwu{tEtd+rntnrcnn,;Iy.ort+ur3ut.,ei.Ittluts[esip ttlnter:snGr�?S+li�{4t3tptt.uiun i{Aee Et{u+tremjinldm{.Ill n)P+'itHte•us Ettudd.4adhRFl. Fort Pierce,l=L 34946 02616 A-I Roof Trusses-Autlicn T.Tombo llU1 Re rodudion ohhis do[emeet;in en form,is rohibtled without The n'titltn tmission hoot A-1 Roof Tresses-Anllon•T.Tombo ill,P.E. 1 P Y P Pe 1 I I Job .�I Truss Truss Type Qty Ply Std. Pac./6811 El A A0119746 XCA96811AM B01G Roof Special Girder 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:53 2016 Page- I DsS2yUAsdrwV4V5ztDIV4WpPzmH46-yM_tIL3DElxstm3IE7413cY4GIjQJ 1 hd9eUVz1 y9hmt I LOAD'CASES) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-70,6-9=-70,9-16=-70,28-36=-20, 25-27=-20,22-24=-20,19-21=-20,17-18=-20 Concentrated Loads,(Ib) Vert:23=310(F)39=125(17)40=-70(F)41=-70(F) 42='-70(F)43=-70(F)44=-125(F)56=-60(F)57=-57(F) 59 57(F)60=-57(F)-62=57(F)63=-60(F) s I I I f r� y I I I I 8aR¢9-Kenl:sntgdrrd!>rfie'1-I tOGr1K6Hi(S�[rHj,Htllsrl[(ASd(OSI1R8rs(rhIPA I'tBtE1;6�0ip�ti?Er£Dfl1'Ma tNrtl hip rvsntlNsmdttaim2suf8simsn$iRnvr�[�}uAtte,lelkeq i.Irti+ri:rirtlnro;eSQM.'alee nc 9el!stGlNris!shhenite P0.alr kilek!raaonja'e;sl9l a<nil Is,WOOthuhl.I-,Tins Nap reau!:r1.e,Sp?aMFqu.j In it's p InT aymnah..'A;adiape'sii!nl agamin nsrs'Addyt.A.inT ofmwo!Hnste�min k rounlyW.IN1.R,InVim-lion;lerur9nnAius;s1niAlf Anthony T.Tombo III,P.E. aM.s sttfislrtssbrsqrxiltn�lstl!ttsrlritAdrdtisas�!t;t�dY6N4oA»if3ed gtrtNtlf!<A:urGNUN,4sf6!usiesfdheltt.tle lfCsedtlur:6elt�sg utesd7%L Req?nddd!TUD e7i nffiell nett tie Uns,esl�L!ghaafte}sbtge,hshllhirs u@kttuy iSoG ExScstsynsFtliid 480083 eetar�Isi Neta�!u.11.1iiA$aroe!lroaln!Frainaltntrmdrurniwe[!npnnsm:lr�arnnpcnrtt�rsspinofSKiNemeermtuptinapanclr.l�us�tet:vxrs vel�zsarsi�suwNN,rmsr!r�SraNmalnsun,twe,ans' 4451St.Lucie Blvd. e:9+reutfeCsN 6raGaFsala3ned gat is�ndq tt!OryE!s inSnl,ilslnsz C¢slphpuetls FL7":Ad r<slgn,NrnstflstesEgnar tlaal izfddf.All mphlnlams viainfad ionl. Fort Pierce,FL 34946 Copyrighl02016A-ltoolLosses-AntonyLTonto111,P.L RepiododionoflhisdommeeUin any form,isptohMed%ithool fie wrMto permission lions AARoofimsses-AnRoayL Tonto III,P.E. I Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM B02 Roof Special 1 1 A01�19747 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:54 2016 Page I D:cS2yUAsdrwV4V5ztDl W W pPzmH46-QYYFyh3Oc3jVwexogbGbg5FEi2O2UgmO1 E2VTy9hm 31-10.8 r1-4-0 4-2-8 , 8-5-8 , 12-8-4 , 16-11-0 ,18-9-0 21-9-14 24-10-12 a6-0-¢-29-0-0 , 31-5-0 ,33-10-0 1-4-0' 4-2-8 4-3_0 4-2-12 4-2-12 1_Mb _3-0-14 3-0-14 1-1 2-11 8 2-5-0 015 8 4.00 F12 5x6= 1-11-8 4x6 zz� Dead Load Defl.=11116 ii 7 8 3x8 MT20H5% 3x4 3x4 12xl8 MT20HS= 6 9 4x8 zz - 5 2x4 11 4 114 11 5x6- 2x4 I I 5x6 W4 3 1 112 W1$3 — 14 1.5x4 11 8 25 0 s j18.VJ19 IT ICc? 1 237 2738 39 c on4x6= 18 0 35 30 36 29 10x110—_ 24 40 23 41 22 216x8�4319 44 16 4517 3x6= 3x4= 2x4 11 2x4 11 5x8= 2x4 11 4x4= 3x6 i 5x6= 4x6= 2x4 11 2x4 11 4-2-8 8-5-8 12-8-4 16-11-0 18-9-0 21-9-14 , 24-10-1226-0-8 29-0-0 , 31-10-8 ,33-10-Q 4-2-8 -12 4-2-12 1-10-0 3-0-14 3-0-14 -1-1 2-11-8 2-10-8 1-11-8 Plate Offsets(X,Y)-- [3:0-3-0,0-1-12],[4:0-9-0,0-11-5],[10:0-4-0,0-1-12],[12:0-3-0,0-3-4],[13:0-2-12,0-2-8],[19:0-1-12,0-2-0],[20:0-2-8,0-2-4],[22:0-3-0,0-3-0],[25:0-5-12 0-5-01 [27:0-3-0,0-1-81,[29:0-2-0,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.67 29 >448 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -1.10 29 >273 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.47 22 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:212 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* 7)*This truss has been designed for a live load of ` T3,T1:2x4 SP M 30 BOT CHORD 20.Opsf on the bottom chord in all areas where a BOT CHORD 2x4 SP No.2*Except* 2-35=-1368/1487,30-35=-1368/1487, rectangle 3-6-0 tall by 2-0-0 wide will fit between the B3:2x4 SP M 30,B4,B6,B8:2x4 SP No.3 28-29=-9/256,4-28=-1253/1513, bottom chord and any other members. WEBS 2x4 SP No.3*Except` 28-37=-3688/4212,27-37=-3691/4209, 8)Refer to girder(s)for truss to truss connections. W4,W15:2x4 SP No.2 27-38=-747/1004,26-38=-747/1004, 9)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 26-39=-746/792,25-39=-742/794, BRACING- 8-25=-1324/1211,23-41=-2924/2617, to bearing plate capable of withstanding 746 uplift uplift t TOP CHORD 22-41=-2924/2617,22-42=-296/246, joint 15,433 lb uplift at joint 2 and 1182 lb uplift at joint Structural wood sheathing directly applied or 3-2-3 oc 21-42=-296/246,11-20=-216/268, 22. purlins, except end verticals. 20-43=-3480/3144,19-43=-3480/3144, 10)This truss has been designed fora moving concentrated load of 200.OIt live located at all mid BOT CHORD 19-44=-1561/1330,18-44=-1561/1330, panels and at all panel point Rigid ceiling directly applied or 2-11-5 oc bracing. 18-45=-154711325,17-45=-1547/1325 s along the Bottom Chord, WEBS WEBS nonconcurrent with any other live loads. 1 Row at midpt 4-27 3-30=-696/763,28-30=-1332/1440, MiTek recommends that Stabilizers and required 3-28=-2130/2447,4-27=-3275/3007, LOAD CASE(S) cross bracing be installed during truss erection,in 6-27=-394/585,6-26=-1257/1203, Standard accordance with Stabilizer Installation guide. 8-26=-936/1122,23-25=-1541/1448, 9-25=446/671,9-23=-761/672, REACTIONS- (lb/size) 10-23=-2085/2425,10-22=-1000/903, 15 = -676/Mechanical 20-22=-3161/2851,10-20=-1731/1530, 2 = 838/0-8-0 (min.0-1-8) 12-20=-401/159,12-19=-054/1063, 22 = 2963/0-3-8 (min.0-3-8) 13-19=-2072/1911,13-17=-1442/1726 Max Horz 2 = 214(LC 12) NOTES- Max Uplift 1)Unbalanced roof live loads have been considered 15 = -746(LC 19) for this design. 2 = -433(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 22 = -1182(LC 8) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; Max Grav h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 15 = 387(LC 8) (envelope)and C-C Exterior(2)zone;cantilever left 2 = 838(LC 1) and right exposed;C-C for members and forces& 22 = 2963(LC 1) MWFRS for reactions shown;Lumber DOL=125 plate grip DOL=1.25 FORCES. (lb) 3)Provide adequate drainage to prevent water Max.Comp./Max.Ten.-All forces 250(lb)or less except ponding. when shown. 4)All plates are MT20 plates unless otherwise TOP CHORD indicated. 2-3=-1612/1357,3-4=-4138/3677, 5)Plates checked for a plus or minus 0 degree 4-5=1070/955,5-6=-1043/965, rotation about its center. 8-9=-544/803,9-1 0=-1 04011336, 6)This truss has been designed for a 10.0 psf bottom 10-11=-3218/3748,11-12=-3351/3844, chord live load nonconcurrent with any other live 12-13=-3036/3346,15-17=-611/761 loads. BOT CHORD 2-35=-1368/1487,30-35=-1368/1487, Bsieq fees!^wrc+i9yre+i;.IS! �TGGF DYsffi,fEtffY(.ns€ikE':f[.IiL:Og0;li7ii(Si93!'fU!EI'}}fb:57NtEGC�:'i,P'trm.iNi(t lsi��txhn sN r?sdtehs+e his 4en[sgxt:fxis; @6}rNidt k�rJT,Ti;�P-.P.f.khrttr Skenelx:e3a 7rlset;-aisr slett2ecdf 1G6,fit kiletr ArsLsslsii irnsl to as lE:ION+ehf.SssiassCe+rsa u(ie,3aecctpfe3":r3 de sttlnsa;l;Grrvsse4:®xtM:a!u'tMtpthssued tepateneyresiev?x IrrSeLni;lddesnpielnss ipbsdm�iCui,,.eW.ritd.if+4*syi as=.rp ros,4c21rsr1:Gms,sM3it4p AntfoityT.Tombo H! F.E. ndtsr sddis irrss leas h::drp;:tt rtsps 'Gid ah G rr.i?t G+sds t+lxsr:>!a;ed a ttt trR Ctsiwe;gtis:a.ru+tde R(<tic sF(rsi Re ircdN'dssy;od= (F41.tatoplmrd d k Fc6 ed¢iRd9tst dde Ltss,a%hl-.eb�4u;.st erg?,esY7am adkemp s„C ier+racs7tri*�iyd 1h. Da X11. ,a.AGmhs iamb to Min 6,bl-id xierises8hrl3a-(szpsaetl ivrnktnxaso kr r!krM dS91 us;eh-A!x_�d ndmx'f&I d:°rsre.esdassYa-a ullrrsds±L u7as. �g0083 i a A � ;�i ��,irrtwa�a;useradirn:l lnarco`an' 4451 St.Lucie Blvd. aver:;ad.`:srdire6Msa rgrd ya i:.rah E1eG;sties rt aErzl.:Se'r SS D:Si'yi f+;RISE,ssfGl Ifelgidm;Cesipn;afrotSSyatq fyTiM 01 i:f EuiC+;,mafirndi west! ed1014, Fort Pierce,FL 34946 Zi CcpyiighlD7WA-1Roof Losses-A-11inyi.Toabolit,P.E.Reprodo4ionofthisda —1,inonylomisptahihiledxithoatihemittenpetmhsEonhomAd Roof basses-AntheryLfoibo III,P.f, I Job Truss Truss Type Qty Ply Std.PaG36811 El A XCAS6811AM B02A Roof Special 1 1 A0119748 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 312016 Print:8.020 s-Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:34:55 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-uk6dA14UmwBa74D7MY6V81 dQG6NQh_vdyzcl wy9hm i-1-0-0 4-2-8 12-0-8 i 16-11-0 r 18-9-0 r 21-0.14 1 24-10.12 t26-0-$ 28-6-4 1 31-0-0 3i1-10t833-10-0 i 1-0-0 4-2-8 4-3-0 4-1-0 4-4-7 1-10.0 3-0-14 3-0-14 -1-12 2-5-12 2-5-12 4.00 12 5x6= Dead Load Defl.=13116 it 4x6 7 8 3x8 MT20HS% 3x4� 3x10 6 4x6 5 9 1.5x4 II 10 4 q 3x4 4x6% 12 11 7vvilx8� 4x6= 3 1 12rr%W20 14 4 A� 1.5x4 11 7 24 0 26 25 v o en 1 2 36 37 38 9$ ..1 itn?, :N 5x10 MT20HS-- 3x8= 17 16 `= 34 35 39 40 4120 4243 4 45 4746 29 28 Sx6= 10x10= 23 22 21 4x4— 6x8 15 = 3x4= 3x4 11 2x4 11 4x8= 5x8= 2x4 I 3x6 3x6 11 4.80112 i 4-2-8 i 85-8 ± 12-6.8 16-11-0 18-9-0 i 21-9-14 t 2410.12 ,26-0-$ 28-6-4 1 31-0-0 y 1,11t833-10-0 i 4-2-8 4-3-0 4-1-0 4-4-7 1-10-0 3-0.14 3-0-14 -1-1 2-5-12 2-5-12 -10. 1-11-8 Plate's,Offsets(X,Y)—.[3:0-3-0,0-1-121,[9:0-3-10,0-1-8],[12:0-2-8,0-3-41,[15:0-1-9,0-1-81,[16:04-0,0-3-41,[19:0-24,0-2-81,[24:0-5-12',0-3-121,[26:0-3-0,0-241,[27:0-7-4,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.72 28 >418 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -1.20 28 >249 240 MT20HS 187/143 BCLLI 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.53 21 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:207 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 7)*This truss has been designed for a live load of BOT CHORD 2x4 SP No.2*Except* BOT CHORD 7)*This truss the bottom chord in designed all for where a B2,B3:2x4 SP M 30,B4,B7:2x4 SP No.3 2-34=-1450/1625,29-34=-1450/1625, rectangle the tall by 2-0-0 wide will fit-between the WEBS 2x4 SP,No.3*Except* 29-35=-213/255,28-35=-213/255, bottom chord and any other members. W2,W4,W14,W12:2x4 SP No.2 27-28=-13/259,4-27=-1349/1673, 8)Refer to girders)for truss to truss connections. BRACING- 26-37=-978/1338,25-37=-978/1338, OTHERS 2x4 SP No.3 27-36=-4053/4801,26-36=-4056/4797, 9)Provide mechanical connection(by others)of truss TOP'CHORD 25-38=-379/507,24-38=-378/508, to bearing plate capable of withstanding 592 lb uplift at Structural wood sheathing directly applied or 2-10-14 oc 8-24=-1090/972,22-40=-706/623, joint 15,464 lb uplift at joint 2 and 1065 lb uplift at joint purlins, except end verticals. 2140=-706/623,19-42=-2909/2553, 21. BOT CHORD 42 43=-2909/2553,43 44=-2909/2553, 10)This truss has been designed for a moving concentrated load o Rigid ceiling directly applied or 2-11-10 oc bracing. 18-44=-2909/2553,18-45=-3156/2696, live located at all mid WEBS 17-45=-3156/2696,17-46=-2107/1753, panels and at all pannelel points s along the Bottom Chord, 1 Row at midpt 4-26,9-19 16-46=-2107/1753 nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required WEBS cross bracing be installed during truss erection,in 3-29=-752/794,27-29=-1378/1534, LOAD CASE(S) accordance with Stabilizer Installation guide. 3-27=-2332/2792,4-26=-3539/3147, Standard 6-26=412/609,6-25=-1348/1271, REAICTIONS. (lb/size) 8-25=-700/888,19-21=-2805/2485, 15 = -521/Mechanical 10-19=-307/400,11-19=-465/271, 2 = 892/0-8-0 (min.0-1-8) 12-18=300/352,12-17=-663/807, 21 = 2775/0-3-8_(min.0-3-4) 13-17=-978/858,9-22=-695/803, Maxi Horz 22-24=-1152/1118,9-24=-502/774, 2 1 = 188(LC 12) 14-16=-1785/1466,19-22=-361/320, Max Uplift 9-19=-3177/2701 15 -592(LC 19) 2 I = 464(LC 8) NOTES- 21 = -1065(LC 8) 1)Unbalanced roof live loads have been considered MaxGrav for this design. 15 = 304(LC 12) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2 = 892(LC 1) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 21 = 2775(LC 1) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS j (envelope)and C-C Exterior(2)zone;cantilever left FORCES. (lb) and right exposed;C-C for members and forces& Max.Comp./Max.Ten.-All forces 250(lb)or less except MWFRS for reactions shown;Lumber DOL=125 plate when shown. grip DOL=1.25 TOP CHORD 3)Provide adequate drainage to prevent water 2-3=-1759/1514,3-4=-4641/4044, ponding. 4-5=-1415/1260,5-6=-1387/1270, 4)All plates are MT20 plates unless otherwise 6-7=-294/287,7-8=-278/312, indicated. 8-9i-174/418,9-10=-2636/3295, 5)Plates checked for a plus or minus 0 degree 10111=-2820/3368,11-12=-2652/3087, rotation about its center. 12-13=-2504/2925,13-14=-1470/1791, 6)This truss has been designed for a 10.0 psf bottom 14-115=-430/574 chord live load nonconcurrent with any other live BOI CHORD loads. 2-3I4=1450/1625,29-34=-1450/1625, Ytre-s}•r'napx¢t rsnrrttkt'd?}C6fi iB;'S9i9'°tEEe01li01ESREU9pTdK�iTditi'rP!f1'}lrr}7ptE65#pl'¢xrs.Tnglti}a}en;thnu¢etilm u t6e'nn r�Wa En•u}i:WJrxStiek yT.irp V.Piltfta sSo kl:r¢en.79sssoeon!1M?10e1"w1 WlelumWer}Eks slt0Met¢ht 5t T:x}Lle tt6f.IsgrsssCa',re raySen Zt,i¢eis3yry-secs fieenln o' ttft=t�saatym:t�kt}edec±iteff es3atericegn:}tstA�.±l}Irt2:L+espds,s�7:de Itst¢>;mxdeefr t,AteM,atci?}I,ir.}zsrtar..fpensks'n7xxF:arse,saYeklA} A9thotly T,Tombo 11s,P.E. ndsssd4tstm:hra}tx trgK6erssfccl1}d6tMe,6t0aeel upettdt}ede 64 trtit)e'!r'hni fw..] n q(he It(Will eat•enfiq—,WMI.U:;}o+drt65 Mai atybtux.dileir.s,W44'm.bx},stvq>,Ir.YltSetst6".Slogithe>sspn[rb'rd z80083 I treJ.:.}�±ipnmlra5e4et.tllro;es rN aWta�t'�¢i6apvftes rdgnhntsat6t¢c"fa 0:}.stlfsen hhs mt(�j}+a:i�iF'Fl tafSrievt:daeutltr}±rs•d}rtme.r}ll k:`xt 5r:eswsila sonli�etd'S+Inn:!±gar.,inn atcp5}ate tslFms Wr4eexer.am 4451 R.Lucie Blvd, t6ez;±t da'azii}s(eArit te}rytsis NSt}!rs'}slits hn6ei.ih Mess@sip h}cee is lDi 6ett3".m}Dtsyan;t.imst}sttaEt}hmdenMlra}.;1st}flehtd'smsaenid'adbiPtd' Fort Pleice,FL 34946 (cpyrig§t4}PglbA•1RaatTmsset-Ambanyi:TombalO,P,E Bepredgaienoltbisdcromest,in coy lotm,ispmbiDedtrilhoot the written permssinn ham A-1footTmsses-MboeyLTomhoili,p.L Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM B02B Common 1 1 A019749 Job Reference o tional Al Roof=Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:7.630 s Jul 28 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:56 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-MxgONN56XDJRl EoKvFdkhFAYN W kF W N W3rcj9a My9hm r1:4.g 5-10-13- 12-3-8 16-11-0 21-6-9 2LI0-12 28-6-2 33-10-0 1 4-0 5-10-13 64-12 4-7-8 4-7-9 3�4 3-7-6 5-3-14 4.00 12 5x6= Dead Load Defl.=3/16 it 6 3x4 3x4 3x8 MT20HS-- 7 1.5x4 11 3x6 z 8 1.5x4� 4 9 1.5x4 o:�- _ 3 10 1.5x4-II 1 2 11 o � 24 16 25 15 14 13 26 12 27 0 3x4= 3x8 MT20HS= 3x8= 3x6= 5x8= 3x6= 3x6= 9-3-7 16-11-0 24-10-12 33-10-0 9-3-7 7-7-9 7-11-12 8-114 Plate Offsets(X,Y)-- 12:0-0-6;0-0-71,[7:0-1-12,0-1-8),[12:0-4-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.27 16-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.48 16-20 >626 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.06 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:166 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 2-24=-1814/2124,16-24=-1814/2124, LOAD CASE(S) B2:2x4 SP No.2 16-25=-1001/1385,15-25=-1001/1385, Standard WEBS 2x4 SP No.3 14-15=-1001/1385,13-14=-14/303, OTHERS 2x4 SP No.3 13-26=-14/303,12-26=-14/303, WEDGE 12-27=-333/308,11-27=-333/308 Left:2x4 SP No.3 WEBS BRACING- 3=16=-521/727,5-16=-327/575, TOP CHORD 5-14=-823/885,6-14=214/325, Structural wood sheathing directly applied or 1A-12 oc 7-14=-462/661,7-12=-1578/1485, purlins. 8-12=-'196/295,10-12=-529/669 BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. NOTES- MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered cross bracing be installed during truss erection,in for this design. accordance with Stabilizer Installation guide. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, REACTIONS. (lb/size) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 2 = 112210-8-0 (min.0-1-8) (envelope)and C-C Exterior(2)zone;cantilever left 12 = 1878/0-3-8 (min.0-2-3) and right exposed;C-C for members and forces& 11 = 139/Mechanical MWFRS for-reactions shown;Lumber DOL=1.25 plate Max Horz grip DOL=1.25 2 = 151(LC 16) 3)All plates are MT20 plates unless otherwise Max Uplift indicated. 2 = -553(LC 8) 4)Plates)at joint(s)4,6,9,2,15,16,3,5,14,-7,8, 12 = -771(LC 9) 12,10,1 and 11 checked for a plus or-minus 0 degree 11 = -85(LC 13) rotation about its center. Max-Grav 5)Plate(s)at joint(s)13 checked for a plus or minus 5 2 = 1122(LC 1) degree rotation about its center. 12 = 1878(LC 1) 6)This truss has been designed for a 10.0 psf bottom 11 = 294(LC 28) chord live load nonconcurrent with any other live loads. FORCES. (lb) 7)*This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250-(Ib)or less except 20.0psf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-3=-2300/2029,3-4=-1841/1557, 8)Refer to girder(s)for truss to truss connections. 4-5=-1770/1573,5-6=-894/900, 9)Provide mechanical connection(by others)of truss 6-7=-887/890,7-8=601/747, to bearing plate capable of withstanding 553 lb uplift at 8-9=-699/735,9-10=-706/659, joint 2,771 lb uplift at joint 12 and 85 lb uplift at joint 10-11=-249/389 11. - BOT CHORD 10)This truss has been designed for a moving 2-24=1814/2124,1 6-24=-1 81412124, concentrated load of 200.01b live located at all mid 16-25=-1001/1385,15-25=-1001/1385, panels and at all panel points along the Bottom Chord, 14-15=-1001/1385,13-14=-14/303, nonconcurrent with any other live loads. Snrs}Y;reu�ir�prtdlr!3#d'k?r0Gr0Ui1ES{SEt:ii'l.�iftti itlNit.OgU:fFJAS iCR"Jl"iJ!:1'}uHlOptE6a!!#T hsa.Yxdtde.iiofseati:rs ad!r.3 cNaudi3`:ris Gtap inrtu}Ptr}�dtitle�rjT.Dz4r�,t.F.iehretu5'rd 0etm+3e.8flrta4�snt(stetfdtatketOF+,mit k,1*6@tdq jSAit51d1}f t1W1A!itaisle)etdd.l59i-R3�iY¢i4jl:!t7t,T]![G7)iE l;'!t:�iltf{iiUf+Y'_+t&YTlittf'�3d Le+iltS+It FC3�t4a¢g R,�tA` djldfStd.'11t1dY1�jl!heit6!pI�ZdN�e I:O4If,Rdy R1I.TY.ItS(ylli?t'3}'-`ELS. Stf,f Anthony T.Tombo IIi,P.E. udlifdttris itxifn'R)rsfbJ;11M1ffitb3-i�fd�l�*fg,A]gaXrf 3d94[s'ITEdd3El ra_d,S�:iSS*C,AA3rtAU'i('�t li�rIItliirtd�f ldtd�A;:,i� ted�rFl,rat 3ii!.fddQSi�.^.d tFrhb0i1 ttf11 ilISS,P�5d3t iTJtiTtf3+iFl�tCli tfdf:4Rj1 :1 bt!ti�l?fi iF7G - M80083 TaieWo}Mrnxad ieokafa.11l mt!ssd Ml35al:;id&itSfaetadrsidtuesdCtf=l6q(szaaed SdshWtistio'k,r»tt�id'l iFlnf5fi6 utnhined!.�}SurilisLim!.i?Fl dilate 53tt1xfsili'^tsmldEeid§crest.!+_ax,irrsi vipoya!ersil'SxtN#tcaty area 44515t.Lucie Blvd. iI�7T!3d dNlC!t$i�FiitldfJf5l!Y!k}I]ErAF!1¢tthtL'it 1=COP IX n4tiile}r331{}itf.V,tIt135}t<tA..y+.:Ldt:f�fl�d�.i,�(T}I�Itd 3P.ASlltiJ dd3ddP ttiT. Fort Pierce,FL 34446 rapylighl020iA Ad tool Lasses-An3haoyMomhoIII,P.I.lepiodatlian of this daoment,ieanyimm,is pfohihiledxithootihe written perm-Won Sam A-1 ioof passes-Anthony L raaho III,P,F. i Job,.-' Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM BO3 Common 3 1 A0119750 J Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc.-Mon Dec 12 14:34:56 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-MxgONN56XDJRIEoKvFdkhFAepWIV WSv3rcj9aMy9hm �i-4 5-10-13 12-3-8 16-11-0 24 4-0 29-5-1 33-10-0 a5-2-Q F0 5-10-13 6-4-12 4-7-8 7-5 0 5-1-1 4 4 15 1 4-0 4.00 12 5x6= Dead Load Defl.=3/16 iI _ I 6 I 3x4 3x8 MT20HSG 4x4 zz 7 3x6 i 1.5x4 4 8 i lot 3x4 3 5 9 1.5x4 11 1.5x4 11 1 2 10 1.1 I!n 26 17 16 27 15 28 14 13 29 12 30 v 3x4= 3x8 MT20HS= 3x8—_ 3x6= 5x6= 1.5x4 11 3x6= 3x6= 9-3-7 16-11-0 24-4-0 29-5-1 33-10-0 9-3-7 7-7-9 7-5-0 5-1-1 4-4-15 Plate Offsets(X Y)— [7:0-1-8 0-2-0) [13:0-3-0 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.27 17-22 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.47 17-22 >615 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr- YES WB 0.63 Horz(TL) 0.04 13 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight:168 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOtCHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 2-26=-1615/2023,17-26=-1615/2023, OTHERS 2x4 SP No.3 16-17=-811/1279,16-27=-811/1279, BRACING- -15-27=811/1279,15-28=-638/957, TOP CHORD 14-28=-638/957,13-14=-638/957, Structural wood sheathing directly applied or 4-9-10 oc 13-29=-295/174,12-29=-2951174, puriins. 12-30=-295/174,10-30=-295/174 BOT CHORD WEBS Rigid ceiling directly applied or 5-7-15 oc bracing. 3-17=-522/730,5-17=-337/576, WEBS 5-15=-817/863,7-15=-1234/1463, 1 Row at midpt 7-15 7-13=-1561/1614,9-13=-635/1301, MiTek recommends that Stabilizers and required 9-12=-415/282 cross bracing be installed during truss erection,in accordance with Stabilizer Installation uid( NOTES- 1)Unbalanced roof-live loads have been considered REACTIONS. (lb/size) for this design. 2 1085/0-8-0 (min.0-1-8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 13 I 1889/0-8-0 (min.0-2-4) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; 10 257/0-8-0 (min.0-1-8) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Max Horz (envelope)and C-C Exterior(2)zone;cantilever left 2 I = 139(LC 16) and right exposed;porch right exposed;C-C for Max Uplift members and forces&MWFRS for reactions shown; 2 = -534(LC 8) Lumber DOL=1.25 plate grip DOL=1.25 13 = -993(LC 9) 3)All plates are MT20 plates unless otherwise 10 = -379(LC 9) indicated. MaxGrav 4)Plates checked for a plus or minus 0 degree 2 i = 1085(LC 1) rotation about its center. 13 = 1889(LC 1) 5)This truss has been designed for a 10.0 psf bottom 10 = 337(LC 20) chord live load nonconcurrent with any other live loads. FORCES. (lb) 6)*This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.Opsf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-3L-2193/1892,3-4=-1732/1418, 7)Provide mechanical connection(by others)of truss 4-5=-1660/1434,5-6=-816I763, to bearing plate capable of withstanding 534 lb uplift at 6-7 -824/723,7-8=-727/743, joint 2,993 lb uplift at joint 13 and 379 lb uplift at joint 8-9=-741/642,9-10=-202/434 10. BOT CHORD 8)This truss has been designed for a moving 2-26=-1615/2023,17-26=-1615/2023, concentrated load of 200.0111 live located at all mid 16-17=-811/1279,16-27=-811/1279, panels and at all panel points along the Bottom Chord, 15-27=811/1279,15-28=-638/957, nonconcurrent with any other live loads. 14-28=-638/957,13-14=-638/957, 13-29=-295/174,12-29=-295/174, 1230=-295/174,10-30=-295/174 LOAD CASE(S) Standard ae�-nent@ttegFtlyd:.tit'Slbi8f7L538rSFIIPikfEKBft1EUiSa(t1kN11c3SNStpqt'Igrs{'snne�s'3f�fMIIFIZrIt¢(Itcy.!(p:Udtli9[,tlPMht4fL5tMSGti�l�lliWrPCC}its@lPLin6)I.IYElIr�PLIEIO!41�td3z`rt�eV:Fs:tfitevisestdttatlltIDgaiP ' PTniuredn(nRi sidi StasE[[aft X2413 161.lit Ms Utsipfgmrrl.,Sgabyfigaeer$t stluq TDO"Jlons m ?Wadd,Piahnn.luortdiiiresttnnud rM@l iti�+lirtz sm[I:Tnsshpddn@t PJOIdP.nln Prla.Rsat:i[t nsm(rns:Fti g,leiAuls,uihh6ry Anthony T.To111bo IlI,P.E. i aa[iild@RI:KSMItYridllE(IS@t ltfrtif@Cd(dlx CalN,@:@YItI SD•,C3tinlsl3�txfl[4VIe¢SCtliRtt,aPolfldedll lA lll.@tlPi its @I lialt.16,9 .W1.1.I.T` rrNd tl@tCCCl1(lFlNtls ittdiSl tASS,eFj[/lig[.yTt.-B i?6't4?.IIihIIdRl O9[I!@.g WYe!@tlFIPbNIIL t{ 180083 @t ra:daP M: sa!(w+ntx.11uu,id.9"t ICU Of lit F-ores Of Pillati'ilk["1Ft6spmd Sdtlt Id-In" I"Of SM of"funi N Fri ten I r.iln2 RFIi-Irtith spen3"J5n Nd s,d@<Pren Unlptt,cross Ctsys3jueEt m9lersl.'adt,Mgtnm 4451 St.Lucie Blvd. t"�?r ise[daN6ra(MldalneE rCtlhetMugirrOPtsUts emalrl It,i,ots[tsip Eipwis KIM Spa Up.dailkafd®g.IU mp^.oUxe[Rvtmas ltla=.1Iv RH' Fort Pierce,FL 34946 Coppight02016A-I Roof Trusses-Anthony I.Tomho III,P.E.Reprododionofthisdocement,inanyform,isprnhihitedwithoott6ewriRenpermissionfmmAdRoolhusses-AnthonyLTomboIll,P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A {{ XCAS6811AM B04 Hip 1 1 A0119751 Job Reference(optional) , Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:57 2016 Page ID:cS2yUAsdrw V4V5ztDl W W.pPzmH46-r7EObj6klXRHMON WTz9zDSjj9w2hFvZC4GSi6oy9hm r1-4-q 5-6-5 10-1-10 15-2-0 18-8-0 24-4 29-5-1 33-10-0 a5-2-Q 1 4-0 5-6-5 4-7-6 5-0-6 3-6=0 5-8=0 5-1-1 4 4 15 1�-0 4.00 F12 5x6—_ 5x8 Dead Load Defl.=3/16 h = TR 6 7 3x6� 3x4� 4x4 5 8 3x6 1.5x4�� 4 9 0 3 3x4 6 10 m 1.5x4 II 1.5x4 II n 1 2 11 28 19 18 29 17 30 16 15 31 14 32 13 33 12 0 3x6 3x4= 3x8 MT20HS= 3x8— 3x4—_ 3x6= 5x6= 1.5x4 11 3x6= = 7-10-2 15-2-0 18-8-0 24 4-0 29-5-1 33-10-0 7-1 2� 7-3-14 3-6-0 5-8-0 5-1-1 4 4-15 Plate Offsets(X,Y)— I7:0-5-8,0-2-81,18:0-1-12,0-2-0),{14:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.20 17-19 >999- 360 MT20 244/190 TCDL 15.0 Lumber DOL- 1.25 BC 0.92 Vert(TL) -0.40 17-19 >725 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(TL) 0.04 14 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:177 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 10)This truss has been designed for a moving BOT CHORD 2x4 SP M 30*Except* BOT CHORD concentrated load of 200.01b live located at all mid ` B2:2x4 SP No2 2-28=-153311983,19-28=-1533/1983, panels and at all panel points along the Bottom Chord, WEBS 2x4 SP No.3 19-29=-1028/1496,18-29=-1028/1496, nonconcurrent with any other live loads. OTHERS 2x4 SP No.3 17-18=-1028/1496,17-30=-65/500, BRACING- 16-30=-65/500,16-31=-768/1041, TOP CHORD 15-31=-768/1041,14-15=768/1041, LOAD CASE(S) Structural wood sheathing directly applied or 14-12 oc 14-32=-291/170,13-32=-291/170, Standard purlins. 13-33=-291/170,11-33=-291/170 BOT CHORD WEBS Rigid ceiling directly applied or 2-2-0 oc bracing. 3-19=-341/494,5-19=-253/506, WEBS 5-17=-781/837,7-17=-594/680, 1 Row at midpt 8-16 7-16=-680/699,8-16=-1233/1488, MiTek recommends that Stabilizers and required 8-14=-159511574,10-14=-685/1370, cross bracing be installed during truss erection,in 10-13=-404/287 accordance with Stabilizer Installation guide. NOTES- REACTIONS. (lb/size) 1)Unbalanced roof live loads have been considered 2 = 1072/0-8-0 (min.0-1-8) for this design. 14 = 1936/0-8-0 (min.0-2-5) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 11 = 224/0-8-0 (min.0-1-8) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Max Horz h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 2 = 126(LC 16) (envelope)and C-C Exterior(2)zone;cantilever left Max-Uplift and right exposed;porch right exposed;C-C for 2 = -540(LC 8) members and-forces&MWFRS for reactions shown; 14 = -1024(LC 9) Lumber DOL=1.25 plate grip DOL=125 11 = -372(LC 9) 3)Provide adequate drainage to prevent water Max Grav ponding. 2 = 1072(LC 1) 4)All plates are MT20 plates unless otherwise 14 = 1936(LC 1) indicated. 11 = 313(LC 39) 5)Plate(s)at joint(s)4,6,7,9,2,19,3,5,17,16,8, 14,10,13,1,12,15 and 11 checked for a plus or FORCES. (lb) minus 0 degree rotation about its center. Max.Comp./Max.Ten.-All forces 250(lb)or less except 6)Plate(s)at joint(s)18 checked for a plus or minus 5 when shown. degree rotation about its center. TOP CHORD 7)This truss has been designed for a 10.0 psf bottom 2-3=-2155/1805,3-4=-1862/1546, chord live load nonconcurrent with any other live 4-5=-1767/1554,5-6=-963/871, loads. 6-7=-892/890,7-8=-619/545, 8)*This truss has been designed for a live load of 8-9=-799/872,9-1 0=-814/81 0, 20.Opsf on the bottom chord in all areas where a 10-11=-145/414 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. 2-28=-1533/1983,19-28=-1533/1983, 9)Provide mechanical connection(by others)of truss 19-29=-1028/1496,18-29=-1028/1496, to bearing plate capable of withstanding 540 lb uplift at 17-18=-1028/1496,17-30=-65/500, joint 2,1024 lb uplift at joint 14 and 372 lb uplift at joint 16-30=-65/500,16-31=-768/1041, 11. W.q-?Wse R-191werfie'M Ia9Pl3(iSS('i91ECj:HglitiEWSE(OkT.IPIa95P1SP49('P;fFI?Saltp.ti?�bYEMr lfrn.TFrrt(desiSf rFsmefusmdFevroases!ifiisTmsCe4g!Crevnr(IUCjvA@eleiaryi.Tezie n:P1If u..,SFWE3e!fnrt 9fi!ssN4<.rnisF sitl!in it'IUD,W.1 e,T!(uxmPn!s s:f er IfEFueTeawsE!Fn�.r,!msrofnr tf,a e,sr nt ra ;R:!Fi,F, ToorFrr:rF,nf!!�!�,!tract, F!!i!FowriFrr!,r„euu 5,�!�!r,�re,F�eTnssC niu teTFUedr.,aiFfi 1.Retes;aFafrspou IFxag Ftei,Fs,ua}du Anthony T.Tombo III,P.E. FdssrdlYBlxsskmrfdeiFg lstlf r:SpFstlaidls 7ne,C:9efeis PAHn:!I!'y?mNHrdat49 G!Sifeff.0?M f1EIt]I!Ir3!Rl.li!IrL f]IHf lurt banry Fife frAlPl-I.Rlq}er6fPCt IaD RI,Fffi[9ned1}C TFns•lEhelFyICdi:Oa;tb'CI!:If:itathR FsAHInEy ia,A le22rFsla snaapd T80033 e a.6l-g,afFrA(x4FFwr.Llfxsess4camCelCDalikpoaueseallrA!lifer,ihrle'llne6sPaiettSd:¢8,nneneFiECs1iPFAisfMlriMmfSr(lotieleredhrle,ufllfirnn IPilav5Fes�6lsfsrwv3ia5nrrdd,;sdRxlmsafsie,er,cress:es:�4PiseaFaalmn4malnlraer,miss 44515t.Lucie Blvd. e�:rcu!!r.F!a6/abmma�?Fei�y:!i,.mgtrFarae!ska�rtTlarnsrc2upifineFrrs5eT5.sash[e:tg!cermssSrre3EFjv!afplfaa®r.mm,reaiHz fFr:Fsris.latftl. • Copyright 02g16 Ad loaf Trusses-AntAcap i.TemDo III,P.E.P.eprocuRioo of ibis docemerf;in any(arm,is pmhiCiled mifhnul The wri9tn permission from Ad Reol Ucssas-Amtooy T.Tom6tr Ill,P.E. Fort Pierce,EL 34946 Job . Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811AM BO5 Hip 1 1 A0119752 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug-31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Mon Dec 12 14:34:58 2016 Page I D:cS2yUAsdrwV4V5ztDlIAWpPzmH46-JJnmo37M3rZ8—Yyi 1 ggCmgFu FJOv_HIMJwCGeEy9hm ri 4-q 6-3-15 13-2-0 20-8-0 , 24�-0 , 29-5-1 , 33-10-0 35-2§ 1 41 6-3-15 6-10-1 7-6-0 3-8-0 5-1-1 4 4-15 1 4 0 Dead Load Defl.=3116 it 5x8= 5x6= 4.00 F12 4 5 4x4 zzz- 6 3x4 3 4 3x4 2:z- o 7 0 1.5x4 II W 1.5x4 II v 1 2 8 9 n j? 25 16 26 15 14 27 13 1228 11 29 10 30 0 1.5x4 I I 3x6= 3x8= 5x6= 1.5x4 I I 3x6= 3x6= 3x4= 3x6= 6-3-15 13-2-0 20-8-0 24�-0 29-5-1 33-100 6-3-15 6-10-1 7-6-0 13 5-1-1 4 4% Plate Offsets(X,Y)— [4:0-5-8,0-2-81,[6:0-1-12,0-2-01,[11:0-3-0,0-3-01 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.18 14-16 >999 360 MT20 244/190 TCDI 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.37 14-16 >798 240 BCLL Mo Rep Stress Incr YES WB 0.93 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:170 Ib FT=0% LUMBER= TOP'CHORD 2x4 SP M 30*Except* T2:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 2-25=-1456/1969,16-25=-1456/1969, LOAD CASE(S) B2:2x4 SP No2 16-26=-1456/1969,15-26=1456/1969, Standard WEBS 2x4 SP No.3 14-15=-1456/1969,14-27=-601/1148, OTHERS 2x4 SP No.3 13-27=-601/1148,12-13=-879/1113, BRACING- 12-28=-879/1113,11-28=-879/1113, TOP CHORD 11-29=-349/165,10-29=-349/165, Structural wood sheathing directly applied or 2-2-0 oc 10-30=-349/165,8-30=-349/165 purlins. WEBS BOT CHORD 3-16=0/304,3-14=-898/931, Rigid ceiling directly applied or 2-2-0 oc bracing. 4-14=-230/518,4-13=-1065/958, WEBS 5-13=-324/392,6-13=-1195/1492, 1 Row at midpt 4-13 6-11=-1646/1516,7-11=-754/1418, MiTek recommends that Stabilizers and required 7-10=-385/296 cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. NOTES- 1)Unbalanced-roof live loads have been considered REACTIONS. (lb/size) for this design. 2 = 1062/0-8-0 (min.0-1-8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 11 = 1971/0-8-0 (min.0-2-5) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf-, 8 = 198/0-8-0 (min.0-1-8) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Ma Horz (envelope)and C-C Extedor(2)zone;cantilever left 2 I = 11l(LC 16) and right exposed;porch right exposed;C-C for Max Uplift members and forces&MWFRS for reactions shown; 2 _ -544(LC 8) Lumber DOL=1.25 plate-grip DOL=1.25 11 _ -1062(LC 9) 3)Provide adequate-drainage to prevent water 8 = -360(LC 9) ponding. Max Grav 4)Plates checked for a plus or minus 0 degree 2 = 1067(LC 19) rotation about its center. 11 = 1971(LC 1) 5)This truss has been designed for a 10.0 psf bottom 8 = 297(LC 39) chord live load nonconcurrent with any other live loads. FORCES. (lb) 6)*This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.Opsf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-3=-2142/1729,3-4=-1273/1031, 7)Provide mechanical connection(by others)of truss 4-5�-302/270,5-6=-321/238, to bearing plate capable of withstanding 544 lb uplift at 6-7 -880/980,7-8=-140/397 joint 2,1062 lb uplift at joint 11 and 360 lb uplift at joint BOT CHORD 8. 2-25=-1456/1969,16-25=-1456/1969, 8)This truss has been designed for a moving 16 26=-1456/1969,15-26=-1456/1969, concentrated load of 200.01b live located at all mid 14 j15=-1456/1969,14-27=-601/1148, panels and at all panel points along the Bottom Chord, 13 27=-601/1148,12-13=-879/1113, nonconcurrent with any other live loads. 12i28=-879/1113,11-28=-879/1113, worfif-these CuKSJrrril+ril':I MDrIESfiS{SItt kWill[RWSE(DkIDD1S41SIDA(l'f!t'd�3kD3!y4PE'ti'hsa.red[lesin lumdersml utl Kos ut'vsrms:t„lClKvr;1DD}¢9fl:les4s3{I.Ttx:YID.P.(ido3sash3'J SLIF.f P.i,Udts.A.In"ststtd.Dl IDD,sey W7etu mrIDrlIs,IJSeorlla§,7rDu S3 bi Ise Ross D3siplrrtfiU2S):eAEeilen;,kxsni Ku!IDD:qussm��mepa:edb rso!lsSmiesottmryrnts!!ifdurh!or iespdst RotltT,%s&PdItD!{DDn¢,K4r M-I.ReMipum(mts,Isd4andmss,ssimlAiry ! Anthony T.Tortbo III,P.E. mi Ktdtinlressft!mrsdeil1 is 83raspr:tDDrdl�Dvtu,ks DneisldfasuN os3d erneF+ilAq D¢ipu,taAl oslW el Me lrr.ritnrKl6llwllaitrtquL!¢AI%-S.Teelytrndd6lTDDniltrNell Kedti!{ms,edE6lgtsd!ays'aml,IssniiditersdGldrg lSl9letesls(aosifSjd 80083 ttx ra'dalDn s6!(MJFL7f.S9ldK!'!Y9®D:IDD KI6lpS:nitl9l polrnn dik reetue 6;los:d Slhl(D.'!latnitElrsf pSiis $Ifl tBl St(A Keulnw:edtrr gasstl pdna.Rldt Sees@luslseuli Sa QC diesd6<T'ilf Dtdpfl,rmIDfigi6snaeel e3{rcsuasittMer aess 44515t.LUde MIA. C ehMSllfttl Ito fuems3ilela(K{sostalI!III puts icrdseL 111n7tlne7e!OS-13Ki019a1u114H. Fort Pierce,FL34W (o ht02DI6 A-1 Roof Trusses .Jumbo lfl,P.E.Re iodudien of ihisdamect,in on fora,is robibifed without The wrinen permission from A-I Roolliresses-Antboo LTombo III,P.E. PY119 AnthonyY P Y P P Y ! Job Truss Truss Type Qty �PIYStd. Pac./6811 El A XCAS6811AM BO6 Hip 1 1 A0119753 Job Reference(optional) > Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug-31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:58 2016 Page ID:cS2yUAsdtwV4V5ztD[W WpPzmH46-JJnmo37M3rZ8_Yyil ggCmgFwOJN G_HKMJwCGeEy9hm r14-Q 5-3-3 11-2-0 17-8-15 22-8-0 24-4 29-5-1 , 33-10-0 35-2-Q 1 4 0 5-3-3 5-10-13 6-6-15 4-11-1 1-8-0 5-1-1 4-4-15 1 4-0 Dead Load Defl.=3/16 it 5x8= 1.5x4 11 5x6= 1.Sx4 II 4.00 12 4 5 - 6 7 3x4 3x4 3 8 0 1.5x4 II 1.5x4 II 1 2Psi 9 10 so Ira 26 17 27 16 15 28 14 29 13 512—_ 30 11 31 3x6— 1.5x4 II 3x6— 3x8= 3x6= 1.5x4 11 3x6— 3x4=. Xf 5-3-3 11-2-0 17 8-15 22-8-0 24 4 0 29-5-1 33-10-0 5-3-3 5-10-13 6-6-15 4-11-1 1-8-0 5-1-1 44-15 Plate Offsets(X,Y)— (4:0-5-8,0-2-8),[12:0-4-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.15 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0:35 16--17 >845 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.06 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:172 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS V, WEBS 2x4 SP No.3 3-17=0/271,3-16=-716/745, OTHERS 2x4 SP No.3 4-16=-186/446,4-14=-672/638, BRACING- 5-14=-475/539;6-14=-1235/1501, TOP CHORD 7-12=-295/428,8-12=755/1456, Structural wood sheathing directly applied or 3-8-2 oc 8-11=-410/292,6-12=-1535/1301 purtins. BOT CHORD NOTES- Rigid_ceiling directly applied or 2-2-0 oc bracing. 1)Unbalanced roof live loads have been considered MiTek recommends that Stabilizers and required--] for this design. cross bracing be installed during truss erection,in 2)Wind:ASCE 7-10;Vult=l70mph(3-second gust) accordance with Stabilizer Installation guide. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS REACTIONS. (lb/size) (envelope)and C-C Exterior(2)zone;cantilever left 2 = 1036/0-8-0 (min.0-1-8) and•right exposed;porch right exposed;C-C for 12 = 2065/0-8-0 (min.0-2-7) members and forces&MWFRS for reactions shown; 9 = 130/0-8-0 (min.0-1-8) Lumber DOL=1.25 plate grip DOL=1.25 Max Horz 3)Provide adequate drainage to prevent water 2 = -95(LC 13) ponding. Max Uplift 4)Plates checked for a plus or minus 0 degree 2 = -535(LC 8j rotation about its center. 12 = -1132(LC 9) 5)This truss has been designed for a 10.0 psf bottom 9 = -322(LC 9) chord live load nonconcurrent with any other live Max Grav loads. 2 = 1050(LC 19) 6)'This truss has been designed for a live load of 12 = 2065(LC 1) 20.0psf.on the.bottom chord in all areas where a 9 = 261(LC 39) rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. FORCES. (lb) 7)Provide mechanical connection(by others)of truss Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 535 lb uplift at when shown. joint 2,1132 lb uplift at joint 12 and 322 lb uplift at joint TOP CHORD 9. 2-3=-2138/1683,3-4=-1458/1132, 8)This truss has been designed for a moving 4-5=-780/616,5-6=-780/616, concentrated load of 200.01b live located at all mid 6-7=-916/1111,7-8=-1067/1170, panels and at all panel points along the Bottom Chord, 8-9=-175/584 nonconcurrent with any other live loads. BOT CHORD 2-26=-1429/1971,17-26=-1429/1971, 17-27=-1429/1971,16-27=-1429/1971, LOAD CASE(S) 15-16=-748/1333,15-28=-748/1333, Standard 14-28=-748/1333,14-29=462/787, 13-29=462/787,12-13=462/787, 12-30=-526/198,11-30=-526/198, 11-31=-526/198,9-31=-526/198 WEBS 3-17=0/271,3-16=-716/745, WPm;-r(te56NMi;J;IChlY1S!'.d 10t(IKSLr5('SE(t(E),.GIR t IRZa(00009S NSrOMrif mA-UPKIDDEMINI'htat ry :esi5r;wurteK aeSt[a!m!!s tr siis TmssCErgEGwislpUC}vdfle 7eiaEp r.teip7:P.E[duex;e55edsdn:e.aEinsmavisemittf,ite too,a,(t Ni1tF(Etetbtg4xi tiSNSie K!((it h4lfApleemt hsElnss Psgt(eau!rRe,Sy!tletr!@iiEea',,be 1b,i,,plbsx;1aTms if?i it he TDD,*...kill t.its desq, puK,IcsAq nsiuuK,!m:tdur Anthony T.Tombo III,P.E. aubw d5it Tmshrtertadm;is df tKpKiddy.16!D rIL 6-A.,ted.I!dwNe 1,41.1 OKipx,titre udesld he[K.Its Drill fit h.)f'J6ngortaJt%I.fttWpndf(@t70Unitetfietl cedrx tres,,igt�arm�drs3,:xtne,iemne to ustrt�q;iea b<tr,;�rsaaa;d 180083 C¢rn dig.�steJ(cthEU.COE KSyYA4Re ICU PIIIrSttK9Ord(!I ttldGtFUrOs rf4(fEil Sdd(CTHthK IRJIrdIlSMS9fIFl09( 1BllElttpJF;bfid;IO S.IIiI Rg 11541E;tea:ISK¢4dSTA tT It UtSiR,lfeIY g9Sj9t CJlIKSI BJe1Mtt€tK 4451i Lde BIYd. t5srvise iduN 6/aGdnd a;sugn,nhnihE;hrtN gttSes lnilal.Th lnst 0tsip 6;6en(s hbTAMSai Cesip!t,uimtStzttala;nru chat idld3;.lllft;i!cifefmvsutnliue(bt&t. Fort Pierce,FL 34946 • topyrigM Cs12D15 Ad[catharses•AntShny T.ium5h III,P.F.Reproduction of this doamecy in any Posen is pta6ihAed Ki:haou6e»tiNen permission tmm A-1 Baut Tresses-AmEonyT.Iom6a ll(,P.E. Job.T Truss Truss Type QtY Ply �Std_ Pac./6811 El A XCAS6811AM B07 Roof Special 1 1 A0119754 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,..design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:59 2016 Page ID:cS2yUAsdrwV4V5ztDl W WpPzmH46-nWL80P7_p8h?chXvbNBRIto5HjkPjIRVXaxpBhy9hm( 1 4-0, 5-8-3 10-2-0 15-7-6 20-6-0 23-8-12 24 q-0 1�-0 5-8-3 4-5=i3 5-5-6 4-10-10 3-2-12 0-3 4 Dead Load Defl.=1/4 ii 4x4= 3x8= 2x4 I I 4 5 6 4.00 12 T q 1.5x4 II 1.Sx4 x8= 8 3 _ Io CA. 17 o €01 �ito 1.5x411 2 �� N; 19 13 12- 20 11 21 10 22 g ' 3x6— 3x8= 3x4= 3x4= 1.5x4 11 5x6= 10-2-0 15-7-6 20-6-0 23-8-72 24-Q-0 10-2-0 5-5-6 4-10-10 3-2-12 0-'3L4 Plate Offsets(X Y)— [2:0-0-2 0-0-1 1] [4:0-240-2-4] [7:0-2-4 0-2-41,[9:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC- 0.80 Vert(LL) -0.34 13-17 >849 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.65 13-17 >437 240 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(fL) 0.08 9- n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:130 lb FT=0% t LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- Ti:2x4 SP M 30 1)Unbalanced roof live loads have been considered BOT;CHORD 2x4 SP,M 30 for this design. WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph-(3-second gust) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-, BRACING- h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS TOP:CHORD (envelope)and C-C Exterior(2)-1-4-0 to 23-10-4 zone; Structural wood sheathing directly applied or 3-11-2 oc cantilever left and right exposed;C-C for members purlins, except end verticals. and forces 8,MWFRS for reactions shown;Lumber BOTCHORD DOL=1.25 plate grip DOL=1.25 Rigid ceiling directly applied or 4-10-1 oc bracing- 3)Provide adequate drainage to prevent water MiTek recommends that Stabilizers and required ponding. cross bracing be installed during truss erection,in 4)Plate(s)atjoint(s)1,4,6,10,7,8,2,13,3;11,5 accordance with Stabilizer Installation guide. and 9 checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 5)Plate(s)at joint(s)12 checked for a plus or minus 5 2 = 118510-8-0 (min.0-1-8) degree rotation about its center. 9 = 1220/Mechanical 6)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 332(LC 12) loads. Max Uplift 7)*This truss has been designed for a live load of 2 = -589(LC 8) 20.Opsf on the bottom chord in all areas where a 9 = 481(LC 9) rectangle 3-6-0 tall by 2'0-0 wide will fit between the Max Grav bottom chord and any other members. 2 = 1185(LC 1) 8)Refer to girder(s)for truss to truss connections. 9 = 1220(LC 1) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 589 lb uplift at FORCES. (lb) joint 2 and 481 lb uplift at joint 9. Max Comp./Max.Ten.-All forces 250(Ib)or less except 10)This truss has been designed for a moving when shown. concentrated load of 200.01b live located at all mid TOP CHORD panels and at all panel points along the Bottom Chord, 2-3=-2441/1967,3-4=1970/1489, nonconcurrent with any other live loads. 4-5=-1829/1483,7-10=0/277 11)In the LOAD CASE(S)section,loads applied to the BOT CHORD face of the truss are noted as front(F)or back(B). 2-19=-2202/2255,13-19=-2202/2255, 12-13=-1475/1731,12-20=-1475/1731, 11-2O=1475/1731,1 1-21=-1 15811540, LOAD CASE(S) 10-21=-1158/1540,10-22=-1190/1570, Standard 9-22=-1190/1570 1)Dead+Roof Live(balanced):Lumber Increase=1.25 WEBS ,Plate Increase=1.25 3-13=-496/655,4-13=-65/353, Uniform Loads(plf) 5-7�-171811389,7-11=-351/268, Vert:1-4=-70,4-6=-70,7-8=100(F=-30),9-15=-20 7-9=-1822/1379 Concentrated Loads(lb) Vert:18=60 i tieaaxqY:ttuaxw;ytzaLnrda',I-i rGSflyCif6�5RETp,:Ag8SE1EE13dCC%P1f:-)65fEiRJi!"{grEYlif[50�£(d3}jii'!aam.isu*s,Qe!�psacesxs aelaal uinut�s inns[aupGc.u;�tGmlud!9tke#>JCTs'�.r12:f.ElehanuSi:al3eartist gct?ssc4:*in gatieet4£9C,s,ly bird..MfwosssaAleuta6a!T'bie,dU.aserss,Lh,ipko-yts,,ap,ft3,hf,-,�6e sadeath'otq,.=.affis..-Ihndbpnfasa:p�e4a nnw!sapbrczes,PO-.�.$.IL£nsst.vd.t�!ruD.r,ae,ama Tract£aess,.t s.ad.)3arau.,ad!ia; Anthony T.Tombo Ilf,P.E. „ar,ddsLnsFns r�zyb6,aaspar akarchC+a=,&�ndsnScriatlnC,E Lq s,buane FMi(bai{CttiCafaalinSguadf741.taerg dski+OxeluTR,Na,dt bas,(xltspfog,siaal¢zadkugscAkfi a7adi€j �80083 Pie raikbgrrsipett ma:x5adn,titna,s sd ad'o�f:�eaa6,ptt6us ut;min€ie,sa.'6,1:1a65(as»z,vi5d,r.istxteeh'S.)psi=sNaM?FlaaSr[Avu,du,eud!cq,e„1grdara.Rol da^;vnd::,wasWlucaiScAas at C:+r:,:sr,uga,rtass6sup fa;a,n,ar,auD.t�dscaecsdau 4451 St,Lucie Blvd. du*^ad.'rlito:,eSa7gmaapscbnia,gk7r:reGa'o,ah!!.£t,Tarss Dnigt F,�mbSOTieeS:i$�Dasipxer;x€ass SpsbaF�ets!darlp7diq.t1epbgn4fe6s,aess arl:usblP.), Fort Pierce,FL 34946 (cpyaightPiTC1AAtRoetTmsses-Ao1bonyLTombc111,P,F.Repreduoionefbisdommen6inonylem,ispmbbledxAboutibewrittenpermhsiaahnmA4Reeffmsses-AuiboeyLhmbo111,P.F. Job Truss Truss Type Oty -Ply Std. Pac16811-El A XCAS6811AM B08 Roof Special 1 1 AO�19755 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:59 2016 Page I D:cS2yUAsdrw?/4V5ztDl W WpPzmH46-n W L80P7_p8h?chXvbNBRlto6 WjnDjn6VXaxpBhy9hm( 4-7-7 8-2-0 13-11-15 20-6-0 23 8-12 2q()-0 4-7-7 3-6-9 5-10-0 6-6-1 3-2- 22 0-3-4 Dead Load Defl.=3/16 ii 4x4= 4x8= 3x4= 4.00 F12 4 5 6 1.5x4 11 1.5x4 W x8= 6 8 ) i 3 I V p N 6 W/ I'A � 1.5,411 2 94 1 o r r 1 - 19 13 20 12 11 21 10 22 3 = 9 x8 MT20HS 3x6- 3x8= 3x4= 2x4 II 5x6= 8-2-0 i 13-11-15 20-6-0 23-8-12 24-Q-0 8-2-0 5-10-0 6-6-1 3-2-12 0-3-4 Plate Offsets(X,Y)- [2:0-0-2,0-0-71,[4:0-2-4,0-2-41,[6:Edge,0-1-81,[7:0-3-0,0-2-121,[9:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) -0.18 13-17 >999 360 MT20 244/1,90 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.36 13-17 >794 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:130 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* T3:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 3-13=-318/436,4-13=-155/397, Standard WEBS 2x4 SP No.3 5-13=-378/166,5-11=-1 81/335, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 OTHERS 2x4 SP No.3 5-7=-1810/1400,7-11=-852/903, ,Plate Increase=1.25 BRACING- 7-9=-1741/1260 Uniform Loads(plf) TOP CHORD Vert:1-4=-70;4-6=-70,7-8=-70,9-15=-20 Structural wood sheathing directly applied or 4-5-2 oc NOTES- Concentrated Loads(lb) purlins, except end verticals. 1)Unbalanced roof live loads have been considered Vert:18=-60 BOT CHORD for this design. 2)Dead+0.75 Roof Live(balanced):Lumber Rigid ceiling directly applied or 4-11-14 oc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Increase=125,Plate Increase=1.25 WEBS Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Uniform Loads(plf) 1 Row at midpt 5-7 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Vert:1-4=-60,4-6=-60,7-8=-60,9-15=-20 MiTek recommends that Stabilizers and required (envelope)and C-C Exterior(2)-1-4-0 to 23-10-4 zone; Concentrated Loads(lb) cross bracing be installed during truss erection,in cantilever left and right exposed;C-C for members Vert:18=-60 accordance with Stabilizer Installation guide. and forces&MWFRS for reactions shown;Lumber 3)Dead+Uninhabitable Attic Without Storage:Lumber DOL=1.25 plate-grip DOL=1.25 Increase=1.25,Plate Increase=1.25 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water Uniform Loads(plf) 9 = 1123/Mechanical ponding. Vert:1-4=-30,4-6=-30,7-8=-30,9-15=40 2 = 1177/0-8-0 (min.0-1-8) 4)All plates are MT20 plates unless otherwise Concentrated Loads(lb) Max Horz indicated. Vert:18=-60 2 = 241(LC 12) 5)Plates checked-for a plus or minus 0 degree 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1: Max Uplift rotation about its center. Lumber Increase=1.25,Plate Increase=1.25 9 = -439(LC 9) 6)This truss has been designed for a 10.0 psf bottom Uniform Loads(plf) 2 = -590(LC 8) chord live load nonconcurrent with any other live Vert:1-2=147,2-4=88,4-6=81,7-8=81,9-15=-10 Max Grav loads. Horz:1-2=-157,2-4=-98,6-7=-88 9 = 1123(LC 1) 7)-*This truss has been.designed for alive load of Concentrated Loads(lb) 2 = 1177(LC 1) 20.Opsf on the bottom chord in all areas where a Vert:18=-60 rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2: FORCES. (lb) bottom chord and any other members. Lumber Increase=1.25,Plate Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Refer to girder(s)for truss to truss connections. Uniform Loads(plf) when shown. 9)Provide mechanical connection(by others)of truss Vert:1-2=76,2-4=88,4-6=81,7-8=81,9-15=-10 TOP CHORD to bearing plate capable of withstanding 439 lb uplift at Horz:1-2=-86,2-4=-98,6-7=-88 2-3=-2457/1990,3-4=-2147/1676, joint 9 and 590 lb uplift at joint 2. Concentrated Loads(lb) 4-5=-2028/1659,5-6=-460/386, 10)Load case(s)1,2,3,4,5,8,9,12,13,14,15,18, Vert:18=-60 7-10=0/302 19,20,21,22,23,24,25,26,27,28,29,30,31,32, 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left: BOT CHORD 33 has/have been modified.Building designer must Lumber Increase=1.25,Plate Increase=125 2-19=-2110/2270,13-19=-2110/2270, review loads to verify that they are correct for the Uniform Loads(plf) 13-20=-1857/2258,12-20=-1857/2258, intended use of this truss. Vert:1-2=82,2-4=52,4-6=52,7-8=29,9-15=-10 11-1 2=-1 857/2258,11-21=-I 0 3411 44 3, 11)This truss has been designed for a moving Horz:1-2=-92,2-4=-62,6-7=14 10-21=-I 0 3411 44 3,10-22=-1085/1495, concentrated load of 200.01b live located at all mid Concentrated Loads(lb) 9-22=-1085/1495 panels and at all panel points along the Bottom Chord, Vert:18=-60 WEBS nonconcurrent with any other live loads. 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right: 3-13=-318/436,4-13=-155/397, Lumber Increase=1.25,Plate Increase=1.25 5-13=-378/166,5-11=181/335, Uniform Loads(plf) 5-7=-1 81011400,7-11=-852/903, LOAD CASE(S) Vert:1-2=23,2-4=36,4-6=52,7-8=52,9-15=-10 Continued on pace 2 Standard Horz:1-2=-33,2-4=-46,6-7=-52 W."i-thd5t'is;t xruisdlf'kIIQQF 110111 MMQEsfia iEEV36fasPT9Ki15T451:,"fNFt 1tRUKIME"rfe..U4del¢te mhfs fA trod tths rd At)?wD:sip rnmq"Wld'daeE�ey1,Ta�St I11,11hh,tsuitdtk,nsst.9llts e't.+::ise aattlwtts}D6,r.#t killk@vttx(DIE?JSsd'lt R.d ht'.Y.II:UI!ldl3 WTrri gnp IV-It 3 utr 14s!!t16!s:Jun}PP,l;rd+tcY rr M-0a.d Wisip➢1^>f vgh[.ss dgtiddeh I'D'e!,Ws,Ttla.ir!ds1?df;dst-m.,kcs}xdnrt3,sM�1ut Anthony T.Tombo 111,P.E. fdlliS ttGls 7Jt5t 3A RSE 3'e]-S 41fStlfryJ7f ff Udl C.tY.Pl Dtdy's di;:sr-.lq do lt£ZFtDlS?S,n71!{tt'fSl{�ldtf,hd lSf f��flWdlu'd;St:ditCl 111 i.}+! tl➢lif4(L➢I.T.D tiI nJD!flg5(t(41!Tn54 G:3%l�Ei$A!lAt<37l,TyL R'sY�?St Lia�!n:14.�tSrirtrSlAf4,ij4 O :90033 !htpli- dNSit,l,fd.r3Sa(tt.�D,t3135!Iif1A'ET.>it113ftf0(i(!SdtlfFU titrhef.�azs(oxialtl3f..Nrh.Ias2w.]na1(z-iNl1!?MnliUln!:tfrin[d(atlXeltss4aft.T?I-IdlSel3:!!»Wiild^lJtdld>7'SSOfAT?E,S�lfli4)',�ttS5Y3{IStq}�'ttYlrlaistrsmtfc:x,a3u 4451 t.LudeBlvd. t4u...d�rl itt(trw tlrttl tysi Yiykt c'talilsa,th!!,?!!i!ass DlSpE�uta's1)'tif halvdd@gpet;r:tast irileuffgcre elt•.+tult➢t.tl capAxC,rl k:nsoeu!!tullh:tll, Fort?dviC(e,FL 34946 (cpytig?:dd 701AA-0pontlwsses-Anlhooy T.Tcmho lll,P.E.PaprcEurdiao et l2is dammend.is ooyimm,isptahih fedvithanI The written permission ham Ad Hodrosses-Anthony L Tomb III,P.f. Job, Truss Truss Type Qty PIY Std. Pac./6811 El A A0119755 XCAS6811AM B08 Roof Special 1 1 - Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.cem Run:8.020 s Aug 31 2016 Print8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:34:59 2016 Page I D:cS2yUAsdrwV4V5ztDl W WpPzmH46-nWL80P_7_p8h?chXvbN B RIto6W fnDin6VXaxpBhy9hm( LOAD CASE(S) Standard Standard Concentrated Loads(lb) Concentrated Loads(lb) Vert:18=-60 Vert:18=-60 20=-200 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel: 26)4th Moving Load:Lumber Increase=1.25,Plate Lumber Increase=1.25,Plate Increase=1.25 Increase=1.25 Uniform Loads(plf) Uniform Loads(plf) Vert:1-2=39,2-4=52,4-6=29,7-8=29,9-15=-10 Vert:1-4=-30,4-6=-30,7-8=-30,9-15=-20 Horz:1-2=-49,2-4=-62,6-7=-75 Concentrated Loads(lb) Concentrated Loads(lb) Vert:18=-60 21=-200 Vert:18=-60 27)5th Moving Load:Lumber Increase=1.25,Plate 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Increase=1.25 Parallel:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pin Uniform Loads(plf) Vert:1-4=-30,4-6=-30,7-8=-30,9-15=-20 Vert:1-2=16,2-4=29,4-6=29,7-8=52,9-15=-10 Concentrated Loads(lb) Horz:1-2=-26,2-4=-39,6-7=-52 Vert:18=-60 22=-200 i Concentrated Loads(lb) 28)6th Moving Load:Lumber Increase=1.25,Plate Vert:18=-60 Increase=1.25 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Uniform Loads(plf) Parallel:Lumber Increase=1.25,Plate Increase=1.25 Vert:1-4=-30,4-6=-30,7-8=-30,9-15=-20 Uniform Loads(plf) Concentrated Loads(lb) Vert:1-2=39,24=52,4-6=29,7-8=29,9-15=-10 Vert:15=-200 18=-60 Horz:1-2=49,2-4=-62,6-7=-75 29)7th Moving Load:Lumber Increase=1.25,Plate Concentrated Loads(lb) Increase=125 Vert:18=-60 Uniform Loads(plf) 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Vert:1-4=-30,4-6=-30,7-8=-30,9-15=-20 Parallel:Lumber Increase=1.25,Plate Increase=1.25 Concentrated Loads(lb) -Uniform Loads(A Vert:17=-200 18=-60. Vert:1-2=16,2-4=29,4-6=29,7-8=52,9-15=-10 30)8th Moving Load:Lumber Increase=1.25,Plate Horz:1-2=-26,2-4=-39,6-7=-52 Increase=125 Concentrated Loads(lb) Uniform Loads-{plf) Vert:.18=-60 Vert:1-4=-30,4-6=-30,7-8=-30,9-15=-20 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Concentrated Loads(lb) Pit.metal=0.90 Vert:13=-200 18=-60 Uniform Loads(plf) 31)9th Moving Load:Lumber Increase=1.25,Plate Vert:1-4=-30,4-6=-30,7-8=-30,9-15=-20 Increase=1.25 Concentrated Loads(Ib) Uniform Loads(plf) Vert:18=-60 Vert:14=-30,4-6=-30,7-8=-30,9-15=-20 19)1st Dead+Roof Live(unbalanced):Lumber Concentrated Loads(lb) Increase=125,Plate Increase=125 Vert:11=-200 18=-60 Uniform Loads(pin 32)10th Moving Load:Lumber Increase=1.25,Plate Vert:1-4=-70,4-6=-70,7-8=-30,9-15=-20 Increase=1.25 Concentrated Loads(lb) Uniform Loads(plf) Vert:18=-60 Vert:14=-30,4=6=-30,7-8=-30,9-15=-20 20)2nd Dead+Roof Live(unbalanced):Lumber Concentrated Loads(lb) Increase=1.25,Plate Increase=1.25 Vert:10=-200 18=-60 Uniform Loads(plf) 33)11th Moving Load:Lumberincrease=1.25,Plate Vert:1-4=-30,4-6=-70,7-8=-70,9-15=-20 Increase=1.25 Concentrated Loads(lb) Uniform Loads(plf) Vert:18=-60 Vert:14=-30,4-6=-30,7-8=-30,9-15=-20 21)3rd Dead+0.75 Roof Live(unbalanced):Lumber Concentrated Loads(lb) Increase=1.25,Plate Increase=1.25 Vert:9=-200 18=-60 Uniform Loads(plf) Vert:1-4=-60,4-6=-60,7-8=-30,9-15=-20 Concentrated Loads(lb) Vert:18=-60 22)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=125,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-30,4-6=-60,7-8=60,9-15=-20 Concentrated Loads(lb) Vert_18=-60 23)1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-30,4-6=-30,7-8=-30,9-15=-20 Concentrated Loads(Ib) Vert:15=-200 18=-60 24)2nd Moving Load:Lumber Increase=1.25,Plate Ilncrease=1.25 Uniform Loads(plf) 'Vert:1 4=-30,4 6=-30,7-8=-30,9-15=-20 Concentrated Loads(lb) Vert:18=-60 19=-200 25)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) (Vert:1-4=-30,4-6=-30,7-8=-30,9-15=-20 AiSsthy-tl!e!!tlu!gy;r:rind!'bl to[FIE-Sai,SErtwkHIRI111F[N.S E(!k?dIICSSi4SrRH{lPfi';62HQ8i3fWEMf'6m.Tedr de4g rumtlersmd nelna!:s n!ri!irs::cg:larigP6�f uA ttzlnrry T.lexi.l3;PE 1!Inn:ekPo!laae e:.9dn!eP.uvise shne�Itr 166,n!7 GT!kn!ean;�tessid!5en!/tndeTGOpir!rM1i Rs!irm@sip Eeauvjle.,Spcea;Egrtee',,Cx snlu u;TDD:ep:umrameym;tddepdesti!ul eeyuMgre,;ne!;kilurd!ta ie!pdCe ix;lei:utkpaeeudr iaa eilr,nl:rrq-1.Ihd!s!pnnopier;,IuhyirNnhrs,uirtSda! Anthony T.Tornbo ITT,P.E. asl rteddalre,s4!n kilt GIs der sr,esSiMrdtu finer:d:OweersrifUrneAe;±date 4ilen;6eilpx,iaA!oded!I ISe lrr,d!Ir:Hide luel lair;q u{e ndl?id.i:e gpvr ddeIDhed ene kit es:elr.Tre,s,ed,r gtn,ftoy&q!'1.hude n6t"M smabedereM.Ulyst ;T'80083 dewa:;ks#!verm"JN.Al"us sd mi.d TOW 14!pack'sWP4,1u!:dt;<rdteh!ump aSdv;a-iulra)pa'n!dry1?1.1Sa-.1-Aw;! .1;wwt. 4451 St.Lude Blvd. s'. ise i!1a.d6yu6Nara;nea:;ni:mm;k!OrpS!sinai!:4 Ti-Trmsfeup Eqh! ,to d3 di4a;rK9p!:.erinssf;uearquen dc,;Sa;di;Sn mpxird:cns vaul!IilgirFl. Fort Pierce,FL 34946 ' ! (apyritfbf02Dl6A-I foollrusses-AnthuyT..TombB1ll,P.E.Repiodution of this 110EUmert,in wsy form,is piohibiied without The written permission hom A-]Roof Tresses-Anthony T.Tomho[1],P.E. Job Truss Truss Type Qty Ply Std. Pac./6811 El A XCAS6811,AM B09G Half Hip Girder 1 1 A0119756 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:00 2016 Page ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-FivW DIBcaSpsDr6585igr5LGM78iSCWfm.EhMj7y9hm 1 4-0 6-2-0 10-7-9 14-11-6 19-3-3 23-8-12 2 - -0 14-11 6-2-0 4-5-9 4-3-13 4-3-13 4-5-9 0'3-4 Dead Load Defl.=1/2 it 3x6= 6x8= 4.00 12 1.5x4 11 3x4= 3x8 MT20HS= 4x8= 4 5 6 7 8 W4 i d 1.5x4 II 2 to f 1 22 23 14 24 25 26 13 27 28 12 11 29 10 -30 9 - 3x10= 2x4 11 6x8= 7x10 MT20HS= 3x8= 3x8 3x6= r 6-2-0 10-7-9 14-11-6 1%3-3 23-8-12 2q-q-0 6-2-0 4-5-9 4-3-13 4-3-13 4-5-9 N-4 Plate Offsets(X,Y)— [2:0-5-2,0-1-81,[3:0-5-12,0-2-121,[7:0-2-8,0-1-81,[9:0-4-4 0-2-141 [10:0-3-8 0-1-81 [11:0-2-8 0-1-81 [13:0-2-8 0-4-41 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip-DOL 1.25 TC 0.78 Vert(LL) 0.41 11-13 >692 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.76 11-13 >373 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:139 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* 12)Hanger(s)or other connection device(s)shall be T2:2x4 SP M 31,T3:2x4 SP No.2 WEBS provided sufficient to support concentrated load(s)109'' BOT CHORD 2x4 SP 2400F 2.0E 3-14=-18/407,3-13=-1063/2400, Ito down and 159 lb up at 6-2-0,and.121 Ito down and WEBS 2x4 3 Nx4 *Except` 4-13=-440/336,5-13=-I41//294 167 lb up at 7-0-12,-and 119 lb down and 167Ib up at W2,W3:2x4 SP No.2,W4:2x8 SP No.2 5-11=-989/552 7-11=-14133/374 9-0-12 on top chord,and 260 lb down and 116 Its up at OTHERS 2x4 SP,Uo.3 7-10=-16861827,8-10=-1643/3744 6-2-0,74 lb down at 7-0-12,and 74 lb down at 9412 BRACING-TOP CHORD NOTES- ,and 1317 lb down and 610 lb up at 11-3-4 on bottom Structural wood sheathing directly applied or 2-0-9 oc 1)Unbalanced roof live loads have been considered chord. The design/selection of such connection devices)is the responsibility of others. pT except end verticals. for this design. 13)In the LOAD CASE(S)section,loads applied to the BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) face of the truss are noted as front(F)or back(B). Rigid ceiling directly applied or 5-11-11 oc bracing. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; MiTek recommends that Stabilizers and required h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS cross bracing be installed during truss erection,in (envelope);cantilever left and right exposed;Lumber LOAD CASE(S) accordance with Stabilizer Installation guide. DOL=1.25 plate grip DOL=1.25 Standard 3)Provide adequate drainage to prevent water 1)Dead+Roof Live(balanced):Lumber Increase=1.25 REACTIONS. (lb/size) ponding. Plate Increase=1.25 2 = 2347/0-8-0 (min.0-1-15) 4)All plates are MT20 plates unless otherwise Uniform Loads(plf) 9 = 1946/Mechanical indicated. 9-i6=20 ,Vert:1-3=-70,3-8=-70 Max Horz 5)Plates checked for a plus or minus 0 degree Concentrated Loads 0, rotation about its center. 2 = 169(LC 4) 6 This-truss has been designed for a 10.0 sf bottom Vert:3=-80(F)14=-260(F)19=-119(F)20=-119(F) Max Uplift ) g p 2 = -1 14(LC ) loads. 21=-60 24=-55(F)26=-55(F)27=-1317(F) chord live load nonconcurrent with any other live 2)Dead+0.75 Roof Live(balanced):Lumber _ Max Grav -833(LC 4) 7)*This truss has been designed for a live load of Increase=1.25,Plate Increase=1.25 2 = 2347(LC 1) 20.Opsf on the bottom chord in all areas where a Uniform Loads(plf) 9 = 1946LC 1 rectangle 3-6-0-tall by 2-0-0 wide will fit between the Vert:1-3=-60,3-8=-60,9-16=-20 ( ) bottom chord and any other members. Concentrated Loads(lb) 8 Refer to girder(s)for truss to truss connections. Vert:3=-71(F)14=-231(F)-19=-104(F)20=-104(F) FORCES. (lb) ) 9 ( ) Max.Comp./Max.Ten.-All forces 250(Its)or 24=-52(F)26=-52(F)27=-1168(F))or less except 9)Provide mechanical connection(by others)of truss 3)Dead+Uninhabitable Attic Without Storage:Lumber when shown. to bearing plate capable of withstanding 1149 lb uplift Increase=1.25,Plate Increase=1.25 TOP CHORD at joint 2 and 833 lb uplift at joint 9. Uniform Loads(plf) 2-3=-5819/2651,3-19=-7545/3478, 10)-Load case(s)1,2,3,4,5,8,9,10,11,14,15,16, 17,18,19,20,21,22,23,24,25,26,27,28,29,30, Vert:1-3=-30,3-8=-30,9-16=-40 19-20=-7545/3478,4-20=-7545/3478, Concentrated Loads(lb) 4-5=-7545/3478,5-6=-6120/2788, 31,32,33,36,37,38,39 has/have been modified. Vert:3=-52(F)14=-224(F)19=-66(F)20=-66(F) 6-7=-6120/2788,7-21=-3495/1526, Building designer must review loads to verify that they 21=-60 24=-74(F)26=-74(F)27=-965(F) 8-21=-3495/1526,8-9=-1824/817 are correct for the intended use of this truss. 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left: BOT CHORD 11)This truss has been designed for a moving Lumber Increase=1.25,Plate Increase=1.25 2-22=-1458/3200,2-23=-2556/5454, concentrated load of 200.01b live located at all mid Uniform Loads(plf) 14-23=-2556/5454,14-24=-2554/5473, panels and at all panel points along the Bottom Chord, nonconcurrent with an other live loads. Vert:1-2=82,,2-3=-,3-8=52,9-16=-10 24-25=-2554/5473,25-26=-2554/5473, y Horz:1-2=-92,2-3=-62 13-26=-2554/5473,13-27=-2788/6120, Concentrated Loads(lb) 27-28=-2788/6120,12-28=-2788/6120, Vert:3=75(F)14=102(F)19=99(F)20=99(F)21=-60 11-12=-2788/6120,11-29=-1526/3495, 24=-19(F)26=-19(F)27=600(F) 10-29=-1526/3495 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right: WEBS Lumber Increase=1.25,Plate Increase=1.25 8o�ftrj&&TV�Qt1063/2400, Uniform Loads(plf) 44gvq•l�teu i�s'7;ni:45 tit'dE W",M5r1S"1ME 0f11t TFpi,Sa CCPG.T011U 9id'tT!41'jaEt)WEE@L iT§stl.Tv'ffL•sippl-Otss csi mi W's wlij s1mitalk¢T:O,asir Wtek wstctgwn 110 st 41.mMft 1ne..issiassL4sipE7piN;iE,ipt etr frr.:-�l ut srJ tE a.Trutes?;sms,.w�:a�neF:ntft ttcl wnuga;,Sss�T ta;aEas��d a iaast a>aw ae±tE ouT.,Rr,nT.Ti3 a3sy n=5zf=3c.�a{:o3s�r:EEs,Eintt�rm ,VTthon T.Tomho Il' P.E. eeRl1i4 EEE[f r5E55Mlitr 'ia':tIEfPF6i.rJt?ddsCE.a0 .I1 Lixi(S'N EjE51NC4 EE�i1.4k_..,altt RElla:dtll(<�t IS(iit ttSOhvi siemi(t1d.Tsr>?(S:Eildlst rE4ni5E7fittlo;of de itnE,trJ3sx7As'Jesestny..0 YT�eE*d6st a;9 St4s?r:7saaT_gd y„.Tomb , (itrltTt:)dtti]INIII:CIQCQa.(�iH;355d dE1 tltEel rY�¢tlkf Ta(7(ifS¢{r;IIEJEiiE`CtE rPJllff r6Siiilbl TdTd/�t513U[C;(r>hTfl�:iltl k!�(EEII$I(Itt#!dd3Nii?zf ratalgf"SEH3,TRTlPS.'dHtlE!NLJ3tu11:^.FtW{!:?i tIYT!Ft Ot?03!,I@Sf.xti�Q3p?N#I r!i3I NY5IEC;4F(,5A?a - tttts;sEdin!s?t(ttSZJ iT?ft!ya le.r.StFst e;PeGa aubtl.TSt Trrs OEsiy¢fipntr Is 1)T tk t�;{cr[0sipn,rlsiss Snk�EyrtN dc?liilSie}.1iTrx?hx?t{snas at ISl4ta!!b;Pn. 4451 St,Lucie Blvd. • Fort Pierce,FL 34946 (epytigktv20lOA-T Ruin Lasses-Aef62n;l.lem5e 111,P.F.FzprednAian ulfsisdetomeat.iF any la�a?ispmki6iradxiT5entrF.e xritten ptrmits(unfian Ad&our Uusses-AnrGnoy i.iumStr III,P.E. Job Truss Truss Type City Ply Std. Pac./6811 El A XCAS6811AM B09G Half Hip Girder 1 1 A0119756 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:00 2016 Page ID:cS2yUAsdrwV4V5ztDl W W pPzmH46-FivW DI8caSpsDr6585igr5LG M78iSCWfmEhMj7y9hm LOAD CASE(S) Standard Standard Standard- Uniform Loads(plf) Vert:1-3=-30,3-8=-30,9-16=-20 32)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Vert:1-2=23,2-3=36,3-8=52,9-16=-10 Concentrated Loads(lb) Left:Lumber Increase=1.25,Plate Increase=1.25 Horz:1-2=-33,2-3=-46 Vert:21=-60 22=-200 27=-1297(F) Uniform Loads(pig Concentrated Loads(lb) 20)2nd Moving Load:Lumber Increase=1.25,Plate Vert:1-2=82,2-3=52,3-8=52,9-16=-10 Vert:3=86(F)14=102(F)19=100(F)20=99(F)21=-60 Increase=1.25 Horz:1-2=-92,2-3=-62 24=-19(F)26=-19(F)27=600(F) Uniform Loads(plf) Concentrated Loads(lb) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel: Vert:1-3=-30,3-8=-30,9-16=-20 Vert:3=-16(F)14=-61(F)19=100(F)20=-100(F) Lumber Increase=1.25,Plate Increase=1.25 Concentrated Loads(lb) 21=-60 24=47(F)26=-47(F)27=-424(F) Uniform Loads(pig Vert:21=-60 23=-200 27=-1297(F) 33)Reversal:Dead+0.6-MWFRS Wind(Pos.Internal) Vert:1-2=39,2-3=52,3-8=29,9-16=-10 21)3rd Moving Load:Lumber Increase=1.25,Plate Right:Lumber Increase=1.25,Plate Increase=1.25 Horz:1-2=-49,2-3=-62 Increase=1.25 Uniform Loads(pig Concentrated Loads(lb) Uniform Loads(pig Vert:1-2=23,2-3=36,3-8=52,9-16=-10 Vert:3=91(F)14=102(F)19=120(F)20=122(F)21=-60 Vert:1-3=-30,3-8=-30,9-16=-20 Horz:1-2=-33,2-3=-46 24=-19(F)26=-19(F)27=600(F) Concentrated Loads(lb) Concentrated Loads(lb) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel: Vert:21=-60 25=-200 27=-1297(F) Vert:3=-16(F)14=-61(F)19=-99(F)20=-100(F) Lumber Increase=1.25,Plate Increase=1.25 22)4th Moving Load:Lumber Increase=1.25,Plate 21=-60 24=-47(F)26=-47(F)27=424(F) Uniform Loads(pig Increase=1.25 36)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Vert:1-2=16,2-3=29,3-8=29,9-16=-10 Uniform Loads(pig 1st Parallel:Lumber Increase=1.25,Plate Horz:1-2=-26,2-3=-39 Vert:1-3=30,3-8=-30,9-16=-20 Increase=1.25 Concentrated Loads(lb) Concentrated-Loads(lb) Uniform Loads(plf) Vert:3=107(F)14=102(F)19=122(F)20=122(F) Vert:21=-60 27=-1297(F)28=-200 Vert:1-2=39,2-3=52,3-8=29,9-16=-10 21L 60 24=-19(F)26=-19(F)27=600(F) 23)5th Moving Load:Lumber Increase=125,Plate Horz:1-2=49,2-3=-62 10)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Increase=1.25 Concentrated Loads(lb) Parallel:Lumber Increase=125,Plate Increase=1.25 Uniform Loads(pig Vert:3=-16(F)14=-61(F)19=-79(F)20=-77(F) Uniform Loads(pig Vert:1-3=-30,3-8=-30,9-16=-20 21=-60 24=-47(F)26=-47(F)27=424(F) Vert:1-2=39,2-3=52,3-8=29,9-16=-10 Concentrated Loads(lb) 37)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Horz:1-2=-49,2-3=-62 Vert:21=-60 27=-1297(F)29=-200 2nd Parallel:Lumber Increase=1.25,Plate Concentrated Loads(lb) 24)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Vert:3=91(F)14=102(F)19=120(F)20=122(F) Increase=1.25 Uniform Loads(pig 21=-60 24=19(F)26=-19(F)27=600(F) Uniform Loads(pin Vert:1-2=16,2-3=29,3-8=29,9-16=-10 11)Dead+0.6 MWFRS Wind(Pos.Internal)4th Vert:1-3=-30,3-8=-30,9-16=-20 Horz:1-2=-26,2-3=-39 Parallel:Lumber Increase=1.25,Plate-Increase=1.25 Concentrated Loads(lb) Concentrated Loads(lb) Uniform Loads(pig Vert:21=-60 27=-1297(F)30=-200 Vert:3=-16(F)14=-61(F)19=-77(F)20=-77(F) Vert:1-2=16,2-3=29,3-8=29,9-16=-10 25)7th Moving Load:Lumber Increase=1.25,Plate 21=-60 24=-47(F)26=-47(F)27=424(F) Horz:1-2=-26,2-3=-39 Increase=1.25 38)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Concentrated Loads(lb) Uniform Loads(pig 3rd Parallel:Lumber Increase=1.25,Plate Vert:3=107(F)14=102(F)19=122(F)20=122(F) Vert:1-3=-30,3-8=-30,9-16=-20 Increase=1.25 21=-60 24=-19(F)26=19(F)27=600(F) Concentrated Loads(lb) Uniform Loads(pig 14)Dead:Lumber Increase=0.90,Plate Increase=0.90 Vert:16=-200 21=-60 27=-1297(F) Vert:1-2=39,2-3=52,3-8=29,9-16=-10 Pit.metal=0.90 26)8th Moving Load:Lumber Increase=1.25,Plate Horz:1-2=49,2-3=-62 Uniform Loads(pig Increase=125 Concentrated Loads(lb) Vert:1-3=-30,3-8=-30,9-16=-20 Uniform Loads(pig Vert:3=-16(F)14=-61(F)19=-79(F)20=-77(F) Concentrated Loads(lb) Vert:1-3=-30,3-8=-30,9-16=-20 21=-60 24=-47(F)26=-47(F)27=-424(F) Vert:3=43(F)14=-144(F)19=-56(F)20=-56(F) Concentrated Loads(lb) 39)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) 21=60 24=42(F)26=42(F)27=-721(F) Vert:18=-200 21==60 27=-1297(F) 4th Parallel:Lumber Increase=1.25,Plate 15)1st Dead+Roof Live(unbalanced):Lumber 27)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Increase=1.25,Plate Increase=1.25 Increase=1.25 Uniform Loads(pig Uniform Loads(pin Uniform Loads(pif) Vert:1--2=16,2-3=29,3-8=29,9-16=-10 Vert:1-3=-70,3-8=-70,9-16=-20 Vert:1-3=-30,3-8=-30,9-16=-20 Horz:1-2=-26,2-3=-39 Concentrated Loads(lb) Concentrated Loads(lb) Concentrated Loads(lb) Vert:3=-80(F)14=-260(F)19=-119(F)20=-119(F) Vert:14=-200 21=-60 27=-1297(F) Vert:3=-16(F)14=-61(F)19=-77(F)20=-77(F) 21=-60 24=-55(F)26=-55(F)27=-1317(F) 28)10th-Moving Load:Lumber Increase=1.25,Plate 21=-60 24--47(F)26=47(F)27=424(F) 16)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25 Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Uniform Loads(pig Vert:1-3=-30,3-8=-30,9-16=-20 Vert:1-3=-30,3-8=-70,9-16=-20 Concentrated Loads(lb) ,Concentrated Loads(lb) Vert:13=-200 21=-60 27=-1297(F) ,Vert:3=-109(F)14=-260(F)19=-121(F)20=-119(F) 29)11th Moving Load:Lumber Increase=1.25,Plate 21=-60 24=-55(F)26=-55(F)27=-1317(F) Increase=1.25 170rd Dead+0.75 Roof Live(unbalanced):Lumber Uniform Loads(plf) ;Increase=125,Plate Increase=125- Vert:1-3=-30,3-8=-30,9-16=-20 !Uniform Loads(pig Concentrated Loads(lb) Vert:1-3=-60,3-8=-60,9-16=-20 Vert:11=-200 21=-60 27=-1297(F) ;Concentrated Loads(lb) 30)12th Moving Load:Lumber Increase=1.25,Plate jVert:3=-71(F)14=-231(F)19=-104(F)20=-104(F) Increase=125 21=-60 24=-52(F)26=-52(F)27=-1168(F) Uniform Loads(pin 18)4th Dead+0.75 Roof Live(unbalanced):Lumber Vert:1-3=-30,3-8=-30,9-16=-20 Increase=1.25,Plate Increase=1.25 Concentrated Loads(lb) Uniform Loads(plo Vert:10=-200 21=-60 27=-1297(F) Vert:1-3=-30,3-8=-60,9-16=-20 31)13th Moving Load:Lumber Increase=1.25,Plate Concentrated Loads(lb) Increase=1.25 Vert:3=-92(F)14=-231(F)19=-105(F)20=-104(F) Uniform Loads(pig 21=-60 24=-52(F)26=-52(F)27=-1168(F) Vert:1-3=-30,3-8=-30,9-16=-20 19)1st Moving Load:Lumber Increase=1.25,Plate Concentrated Loads(lb) Increase=1.25 Vert:9=-200 21=-60 27=-1297(F) Uniform Loads(pig wcog41wst Rwu¢.1lwtiat,tit'It tsogrl'3SiNriEltFt j,EEk]Sl lrtA(SEtDAId6G45tUSr0!9{1;f9�S70nm,N1ENYIwa YcEr tesip raonAuswdteal tufatTmsityp Cfitaiar;lU61¢-0tle le Ell.lta'ttF1:Fi 1Ju?seSkM k!rttm_ee4sst14xvise stEleew@t IDe,a"r 4YleiswE.btr rzts s4ttl he aEl hl lkPlr{lu4ElElid.litrtHl Dasirt rriwa(Le,NFa�ElirrE4Vtdj Cswtl tt wilnewrltSfi/f@LQtMllRf(rdrfa�tSSitttl tE�l2tlltritijw5ilttafb,Rt itigdCx sa,It:Imsfegrseinsh rGD dr.wlEr Prs.Ra ksipns.o�ns;IrtaryEEriniws,usr.64ry Anthony T.Tombo lII,P.E. uF.0 tlt4dltrss rw nr4ttleuristlE wtpusilifhF tl to OvEv,IL•ilnEeis odStsutd t4ufu RE bilFq OainEr,u�e uslul el l4e lrr,ptRi wt BE6wiec lFrgoh wdlnt.I'dErKesd fTlktlhDnd tEF llEHasv tl Se Gnt,icislicgrcJ'.o;5'nrnt:¢shlienw wdMtor,!{at4 Et'S:rzryemfl'Jal cfi 4-80083 eeuayr Eger.rEa.anEUEss�«amrs<¢uramprlsetatFytudntEtr>trauru,r,,str-armat�wpr9snarsdfilnmdmlnedtrEewramganrerna 5�stterwnauxsaaaaa:drem oeunu,i,rssetsr3 udlss:wan�,a<Es 4451 St.Lucie Blvd. t"�awht dthEed4parttorneg,fed rFrtuwnm44rto FEE4s lwdsd.n:rwss eesig,54isetraeermsndrwrt2asf,tr rnsssrm�rt(uwrttaRtsim�g.nt mp.onEeasrm waes d:l�:F lerru. Fort Pierce,FL 34946 (opyright02016A-1 Roof Nuns-AothenyLTombo111.P.t.P.eprodustionofthisdotemeet,inunyform,isproh;hitedrithnotThewrittenpermissionfromA-1RoofNues-AmlooyITomboIII,P.I. Job Truss Truss Type Qty Ply Std. Pac./6811 El A 1; XCAS6811AM B10 Half Hip 1 1 A0119757 01 Job Reference(optional) Ai-Roof Trusses,Fort Pierce,FL 34946,design@a4truss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:00 2016 Page !D:cS2yUAsdrwV4V5ztDl W WpPzmH46-FivW DI8caSpsDr6585igr5LJR751 SFOfmEhMj7y9hm -1-4-0 i 3-2-0 i 7-315 12-2-0 13-4-0 14-2-4 ' 1-4-0 ' 3-2-0 4-1-15 4-10-1 1-2-0 0-10-4 4x6= 1.5x4 11 Dead Load Dell.=5/16 it 5 6 4.00 12 - 3x4 7:� o_ 4 ro N O — 9 3x4= , e — 0 N 1.5x4 II 2 N 1 21 11 22 10 23 9 * *e 18 19 i3 7x10 MT20HSI I 1.5x4 11 3x4= • 3x8= 3x4= 14-3-0 i 3-2-0 7-3-15 12-2-0 i 13-4-0 t 14-2-4 n 11 3-2-0 4-1-15 4-10-1 1-2-0 0-104 0-0-12 Plate Offsets(X,Y)— [3:0-5-12,0-1-8),[5:0-1-4,0-1-12),[7:0-3-0,0-3-0),f12:0-M,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 2010 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0..35 11-12 >488 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.49 11-12 >341 240 MT20HS 187/143 BCLL 0.0 * . Rep Stress Incr YES WB 0.66 Horz(TL) 0.18 7 n/a n/a BCDL 10,0 Code FBC2014/TPI2007 Matrix-MSH Weight:76 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* T2:2x4 SP No.2 WEBS BOT CHORD 2x4 SP No.2*Except* 4-11=-142/433,4-10=-1196/1267, B2:2x4 SP M 30 8-10=-403/507,5-8=-398/529, WEBS 2x4 SP No.3*Except* -5-7=-737/753,3-13=-595/728 W4:2x4 SP M 30 OTHERS 2x4 SP No.3 NOTES- BRACING- 1)Unbalanced roof live loads have been considered TOP CHORD for this design. Structural.wood sheathing directly applied or 5-44 oc 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) purlins, except end verticals. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; BOT CHORD h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Rigid ceiling directly applied or 4-7-15 oc bracing. (envelope)and C-C Exterior(2)zone;cantilever left MiTek recommends that Stabilizers and required and right exposed;end vertical right exposed;C-C for cross bracing be installed during truss-erection,in members and forces&MWFRS for reactions shown; accordance with Stabilizer Installation guide. Lumber DOL=1.25 plate grip DOL=125 3)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding. 7 = 646/0-8-0 (min.0-1-8) 4)All plates are MT20 plates unless otherwise 2 = 731/0-8-0 (min.0-1-8) indicated. Max Horz 5)Plates checked for a plus or minus 0 degree 2 = 264(LC 9) rotation about its center. Max Uplift 6)This truss has been designed for a 10.0 psf bottom 7 = -301(LC 8) chord live load nonconcurrent with any other live 2 = -388(LC 8) loads. Max Grav 7)*This truss has been designed for-a live load of 7 = 646(LC 1) 20.Opsf on the bottom chord in all areas where a 2 = 731(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. FORCES. (lb) 8)Provide mechanical connection(by others)of truss Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 301 lb uplift at when shown. joint 7 and 388 lb uplift at joint 2. TOP CHORD 9)This truss has been designed for a moving 2-3=-1133/923,34=-1450/1290, concentrated load of 200.01b live located at all mid 4-5=400/348 panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. 2-18=-1222/1061,18-19=-1222/1061, 13-19=-1222/1061,12-13=-282/357, 3-20=956/924,12-20=-956/924, LOAD CASE(S) 12-21=-I 506/1436,11-21=-I 506/1436, Standard 11-22=-1 506/1436,10-22=-1506/1436, 8-24=546/545,24-25=-546/545, 7-25=-546/545 WEBS 4-11=142/433,4-10=-1196/1267, 8-10=403/507,5-8=-398/529, ZtBarrier fltesrRe+rg!1Yrri>.r tie•1d i0Ar1tBSS8{t"irttFE}6EgHSr 1[GCSE(ONOIIO1107fip41'tIIlEr?G�OEFElI1111'lem Te:d(de!in rmrietnsa¢d reef m!ec utiis rrnsuspv'revhrQM�Julflera:e�i.lrs>.I4P.L lelon:e k=hkh:t ra VehrsASnvi:r smee re use iUn,aeh wlaaum`nrat;<KrMarlmnserrtil.1seln:s0 prnce9e,fttlJhEryueclxsnlnnrTDD itetmt®¢rt>ax:rceptesurnleenwrrrr�<.nuartein:gdrss.p.tnureadun<Ic�rr,nsetraa:neeezpn atr,:trrgmtmns,� +�t Anthony T.TomboI1I,P.E. ear radhdlrsss°xmkAFgisflttrq,r,iddfilla,7nu,tL+O+rzise4hma,t:Aall,hgfrCriSea,bd,.,Jerlell3,0(.OeJ(.fo,irW.hifri.ierdlNr Reque;dc(Re 1GB n(urtidrwt el lielms,mi:iugtmt.".$),M:ne,Ics411eFn redhr�s�9 k'Serrgmntljd #80083 @e6R'F.y;rx rt¢d(aeRertrr.:nirtessrtasbfle lGDaxlfu poanerwd pilelbn rtlnreillur(rvp 45d9r 1Cmarlur(EO¢retlnG0 a11AmrilfA ue relrra:edlrr reurri rrOntc mI sfletequu3i:i5n adr sol lfa has UeAreu,hnsCrsya6�rrredhcss!LmrlrOuer cdess 4451 St.Lucie Blvd. rfl.�rire ltr d/re6rtr9 ryra agnh nnirq trr0 ru`:etinrled.Tjr TressCesip6exkACTdir GrSy k4lZyrrinssf�&a kibeu rlsglulfng Nrep'.r9rd2 sarul:IbrlbOrl. Fort Pierce,FL 34946 (oPr<i hl(D 2016 A-1 tool Trusses-Anthony LTombo III,P.E.Re todurtion of this document;in any form,is Pmbiblled without The written Permissionfrom A4 Roof Trusses-Anthony LTombo11,P.E, Job Truss Truss Type City Fly Std. Pac./6811 EI A XCAS6811AM B11 Half Hip 1 1 A0119758 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:01 2016 Page ID:cS2yUAsdrwV4V5ztD I W WpPzmH46-juTvQ49ELmxjr?gHioDvOltRSXSOBiwo?uQwFZy9hmI -1-4-0 3-2-0 6-3-2 10-2-0 13-4-0 14-2-4 14-0 3-2-0 3-1-2 3-10-13 3-2-0 0-10-4 4x6= 1.5x4 11 Dead Load Defl.=1/4 iI 5 6 4.00 12 0 3x4 I 4 0 I o 3x4= e e o 1.5x4 25 5x6= 3 n 6 0XI u OHSII 1.5x4 11 2 `v 1 22 12 23 11 24 10 ` 1.5x4 11 3x4= 4x6= � e � 19 20 14 10x14 MT20HS= 3x6= 3x4= 14-3-0 3-2-0 6-3-2 10-2-0 13-0-0 142-4 i 3-2-0 3-1-2 3-10-13 3-2=0 6-1; 0-0-12 Plate Offsets(X Y)— [3:0-4-14 0-1-8] [5:0-1-4 0-1-12] [6:0-2-0 0-0-12] [7:0-3-0,0-2-12],[8:0-5-0,0-1-81,[10:Edge,0-2-01,[13:0-1-12,0-0-0],[13:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.25 12-13 >662 360 MT20 2441190 TCDI_ 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.36 12-13 >466 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:78 Ib FT=0% I LUMBER- TOPiCHORD 2x4 SP No.2 BOTiCHORD 2x4 SP No.2*Except* WEBS B2:2x4 SP M 30 4-12=-252/475,4-11=1 125/1202, WEBS 2x4 SP No.3*Except* 9-11=-1 94/357,5-9=-167/335, W4:2x4 SP No.2 5-7=-740/758,3-14=-609/724 OTHERS 2x4 SP No.3 BRACING- NOTES- TOP CHORD 1)Unbalanced roof live loads have been considered Structural wood sheathing directly applied or 3-9-12 oc for this design. purlins, except end verticals. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD Vasd=132mph;HVHZ;TCDL=S.Opsf,BCDL=S.Opsf-, Rigid ceiling directly applied or 4-7-11 oc bracing. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS MiTek recommends that Stabilizers and required (envelope)and C-C Exterior(2)zone;cantilever left cross bracing be installed during truss erection,in and right exposed;end vertical right exposed;C-C for accordance with Stabilizer Installation quide. members and forces&MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 7 I = 627/0-8-0 (min.0-1-8) ponding. 2 = 730/0-8-0 (min.0-1-8) 4)All plates are MT20 plates unless otherwise Max Horz indicated. 2 = 215(LC 9) 5)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 7 = -306(LC 8) 6)This truss has been designed for a 10.0 psf bottom 2 = 393(LC 8) chord live load nonconcurrent with any other live Max Grav loads. 7 I = 627(LC 1) .7)*This truss has been designed for a live load of 2 = 730(LC 1) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (Ib) bottom chord and any other members. Max:Comp./Max.Ten.-All forces 250(lb)or less except 8)Provide mechanical connection(by others)of truss when shown. to bearing plate capable of withstanding 306 lb uplift at TOP CHORD joint 7 and 993 lb uplift at joint 2. 2-3=-1123/9211 3-4=-1657/1510, 9)This truss has been designed for a moving 4-5 627/597 concentrated load of 200.01b live located-at all mid BOT CHORD panels and-at all panel points.along the Bottom Chord, 2-19=1180/1051,19-20=-1180/1051, nonconcurrent with any other live loads. 14-20=-1180/1051,13-14=-277/370, 3-21�=1193/1125,13-21=1193/1125, 13-22=-1704/1613,12-22=-1704/1613, LOAD CASE(S) 12-23=-1704/1613,11-23=-1704/1613, Standard 11-24=-379/371,10-24=-379/371, 8-10=-125/287,9-25=396/384, 8-25=-396/384,8-26=775/756, 7-26=-775/756 WEBS 4-11 2=-252/475,4-11=-1125/1202, SpFLy-tkue dpu!'.Jprd:�6e'i-I r9Gr114YSdj SOlH`}6ttliiEtl[rrrSE(7kIlR@SSONI9HI"iPrd'}4371P0I3fYfl1'Ipa irdrlsin rpmelns mdpa3uAes u6is rrsrsueslp�ve'vrPhG}�dtle leCext i.Lzir f9,Pl rripn;eSh:.13-ape r:e.pelnsrNprisefiieivr 4e IDD,air Wle'saxpmi p`exx s491Hacsl hrnelhhhhnDl.I;r Uns Dpile hrirep:ie;5pnaln Egietpjrasedurn TDD:greumu myGp[edWrn!estipd pylaMgregntddqrhrfatef�ulCx s:e�elnsste7iheluhe lCD rd/,uleritrl.ieeleHp rsuarlirs,hrdiq rrrinues,pfntddr Anthony T.Tombo Ill,P.E. mdrurlf3d rmtt!arrn4iltgisrietrgresik0dtd1u0np,Ik+Ontitoev;irMngsCu Hr kD lDnlnp,W4e pciederilelrf,tlelEi atilr lem!larfug nle pol7bl.Retll:ner crke lhDeel rq hell on el he irres,o-idigtsdla}sbege,ushilpip utGruy clue Ee3eretrasde:ryci 480083 ' deti.Yal:es:7r.1QS(d6:phr.11 W6AM bit,0.11Lpdttu"Ijuellefelb,1.14.t(f1(9AetIS9hIr 10.01.I1q-1d1r'W4 In.151(lu"I" edhlP-1pdm 44515t.Ludt Blvd. oS>tiis(rhJe11ra6Ncpalr<eSya la pnhglr dlrp5t5imlrt Tltrn;s(f4p 6jcuphhClt5ztv55at hetiy±.ptnte Sychs(etuprdmrlrifrar.All m>iroliudtemsse os lAarl it Ell. Fort Pierce,FL 34M (opyriyhtu"12D16Adioolimsses-Aathonyi.iombo111;p.F.Hepmdnmcnof this daremeel,in any form,is prohibited withoollhewritlen permission I=AA Roof Iresses-Anlhonyi.tomho111,1`1 Job Truss Truss Type Qty Ply Std. Pac./6811 El A �- XCAS6811AM B12 Half Hip 1 1 A0119759 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s-Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:01 2016 Page I D:r-S2yUAsd rwV4V5ztD I W WpPzmH46-juTvQ49ELmxjOg HioDvOItPK.XRCBl7o?uQwFZy9hml 3-2-0 5-8-0 i 8-2-0 13-4-0 1121, 1-4-0 ' 3-2-0 ' 2-6-0 2-6-0 5-2-0 16 4x8= 3x4= Dead Load Dell.=318 it 5 6 4.00 12 - 1.5x4� o 4 3x4= s' s o x B r tr N 3 x4=4x4= 0 0 1.5x4 II 2 1 0 4x6= 21 11 22 10 cd1 e 18 19 3x4= 4x4= s 13 s 300= 3x4= r 3x4= 14-3-0 I 3-2-0 5-8-0 I 8-2-0 ! 10-10-1 134-0 14-2-4 ' 3-2-0 s 2-6-0 2-6-0 2-5-15 0-10-4 0-0-12 Plate Offsets(X,Y)— [3:0-7-4,0-1-81,[5:0-5-0,0-2-01,[6:Edge,0-1-81,[8:0-0-8,0-1-81,[12:0-2-8,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.90 Vert(LL) 0.34 11-12 >495 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.60 11-12 >283 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:85 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2*Except* WEBS B3:2x4 SP No.3,B2,B5:2x4 SP M 30 9-11=-322/518,5-9=48/300, WEBS 2x4 SP No.3 5-7=-779/726,3-13=-533/651, OTHERS 2x4 SP No.3 4-11=-545/676,9-10=-989/1030 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied or 2-2-0 oc 1)Unbalanced roof live loads have been considered purlins, except end verticals. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 4-9-1 oc bracing. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; MiTek recommends that Stabilizers and required h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS cross bracing be installed during truss erection,in (envelope)-and C-C Exterior(2)zone;cantilever left accordance with Stabilizer Installation guide. and right exposed;end vertical right exposed;C-C for members and forces 8r MWFRS for reactions shown; REACTIONS. (lb/size) Lumber DOL=1.25 plate grip DOL=1.25 7 = 627/0-8-0 (min.0-1-8) 3)Provide adequate drainage to prevent water 2 = 730/0-8-0 (min.0-1-8) ponding. Max Horz 4)Plates checked for a plus or minus 0 degree 2 = 174(LC 8) rotation about its center. Max Uplift 5)This truss has been designed for a 10.0 psf bottom 7 = -303(LC 8) chord live load nonconcurrent with any other live 2 = -397(LC 8) loads. Max Grav 6)*This truss has been designed for a live load of 7 = 627(LC 1) 20.Opsf on the bottom chord in all areas where a 2 = 730(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. FORCES. (lb) 7)Provide mechanical connection(by others)of truss Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 303 lb uplift at when shown. joint 7 and 397 lb uplift at joint 2. TOP CHORD 8)This truss has been designed for a moving 2-3=-977/832,3-4=-1599/1517, concentrated load of 200.01b live located at all mid 4-5=-1129/1030,5-6=-265/306, panels and at all panel points along the Bottom Chord, 6-7=-216/275 nonconcurrent with any other live loads. BOT CHORD 2-18=-1006/881,18-19=-1006/881, 1 3-1 9=-1 0061881,12-13=-255/358, LOAD CASE(S) 3-20=-1262/1142,12-20=-1262/1142, Standard 12-21=-1 667/1527,11-21=-1667/1527, 11-22=-1 062/1055,10-22=-1062/1055, 8-10=-228/363,9-23=-950/931, 8-23=-950/931,8-24=-1019/1033, 7-24=-1019/1033 WEBS 9-11=-322/518,5-9=48/300, 5-7=-779/726,3-13=-533/651, Scat FI!fsf!IrutBy r!iw6±'Sd ROGiT sScS{'SEEIOi6E6±lAtlEidtfE[7F?III@3SNSfONj't0:t^.6(g9,S',;,,{Par hna Y¢afdsin 1—curmi I'do!,a0'Ira!,c!sr14wisi11K).4tle hita(i.L x 11?1 Id-;e9ml krf 13d di-m st'id oe IN N0,.11 lliei[!suWrt es shill te!s!dfntkel[610 R±fffil.lsebns o:at!(r;ae±:[e.;t(::hhT(qzw}htsnlnrtet!.0duenmfmpa;<411 tr±!e:sunln�rcaht nsTn<�;!utty!@!ie,:gsf?P,e sie�!Tns!tepbanrtr lDa nl(.nle!m1-Tteaes4±ess.stnns:hrmgnriah!s,!nRt:WT Anthony T.Tomito III,P.E. ¢>dfn ft tSnT rM1S1P'iSrFIIl1lt l!n!!!St±fS'111(d rl±�YlN,h:(Tit±NfO:CML^tft:flNl(1 ri.IliFf O!fI�H,01(Gn[I!]I ll helt(,771Ir(O(tTr liltlI�l�nief0.ITTIt.(Tettef0!Ith1 T6�nI1F5fl±Ii�t!tlYk tr05!CFTi!9fLitirt}S!0'n->,l±ihl!tlifi 6tt!1@�il]96ee([ST41!t'?j tT y'80083 Gx 6A'dy:±ti rfrA(o>Y±itu.to on Ail of ICU ni hepciuern1 tntelnesfit±fI'di'l0atoulSd±lt l0ao•:mu,lCslltreli,FrlBtlfl mi St(l aefderu.d la temdt>iinri.R,�L"hesIE!f!stwvli'etirrfra iA:erdtts lfe,s Ceslgen,Gfss Cf.ulypxerWlmsllmfhdufr,,a'ess 4451 St.Luefe Blvd. a5,-aisf ts4ei6te6!hilai!n7 rf±fi±wn!i±f trf0(uaes in>is±1.Ik1.1s Veop 6p.is Kai:w!W'%gre4p!e fr Iris,Srtn fqn f!.q Wfat.All kWhdsns fr!es H.:Ih TFFI. Fort Pierce,FL 34946 (o I ht±i721116A-1RoofTrusses-Archon T.TomhoIll,P.F.Re roduitionofthisdommect,inun form,is Prohibited !ImissionfromA-1RoofTrossts-AnthonyT.TomboIll,P.I. PP5 f P R P P- 1 i Job Truss Truss Type Qty Ply Std. Pac./6811-EI A XCAS681-1AM 1s3G HALF HIP 1 A0119760 2 Job Reference(optional) Al Roof Trusses.Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Mon Dec 12 14:35:03 2016 Page I D:cS2yUAsdrwV4V5ztD I W WpPzmH46-fHbfrmAVtNCR4JgggDFNTjzsPK8?fiP5SCv1 KSy9hml 14-2-4 t -14-0 r 3-2-0 s 14-0 3 13-4-0 -0 -05 3-2-0 3-7-0 3-7 0-7-12 5x6 11 3x8— 3x6 I Pead Load Dell.=3/16 it 1 5 6 4.00 12 T2 m Io o s e 1 Ni N1 6 o_ 3 N 17 N E ElN 1.5x411 -2 10 — o 1 m 26 7 28 93x4 7 =29 30 31 8 32 33 34 0 1.5x4 II 3x4— & ss 23 24 25 11 3x8= 7x14 MT20HS11 i 3x4= 14-24 F 1-54 3.2-0 3-8-0 5-8-0 6-2-0 8-2-0 i 9-9-0 134-0 1$-Fr8 1% 0 1-54 1-8-12 0-6-0 2-0-0 0-6-0� 2-0-0 1-7-0 3-7-0 -2-ST O St-12 0-7-12 Plate Offsets(X Y)— [3:0-1-12 0-5-41 [4:0-0-12 0-2-8] [6:0-4-0 0-0-81 [10:0-0-0 0-1-121,[11:0-0-0,0-1-121,[11:Edge,2-10-41,[11:1-8-0,0-6-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.16 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.26 9-10 >613 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:142 lb FT=0% I LUMBER- TOP,CHORD 2x4 SP No.2'Except` NOTES- 11)Provide mechanical connection(by others)of truss T2:2x6 SP No.2 1)2-ply truss to be connected together with 12d to bearing plate capable of withstanding 621 lb uplift at BOT CHORD 2x4 SP No.2'Except* (0.131"x3.25")nails as follows: joint 2 and 728 lb uplift at joint 6. 62:2x4 SP M 30 Top chords connected as follows:2x4-1 row at 0-9-0 12)This truss has been designed for a moving WEBS 2x4 SP No.3 oc clinched,2x6-2 rows staggered at 0-9-0 oc concentrated load of 200.01b live located at all mid OTHERS 2x4 SP No.3 clinched. panels and at all panel points along the Bottom Chord, BRACING- Bottom chords connected as follows:2x4-1 row at nonconcurrent with any other live loads. TOP,CHORD 0-9-0 oc clinched. 13)Gap between inside of top chord bearing and first Structural wood sheathing directly applied or 6-0-0 oc Webs connected as follows:2x4-1 row at 0-3-0 oc diagonal or vertical web shall not exceed 0.500in. purlins. clinched,Except member 5-8 2x4-1 row at 0-9-0-oc 14)Hanger(s)or other connection device(s)shall be BOT CHORD clinched,member 9-5 2x4-1 row at 0-9-0 oc clinched, provided sufficient to support concentrated load(s)5 lb Rigid ceiling directly applied or 10-0-0 oc bracing. member 5-7 2x4-1 row at 0-9-0 oc clinched,member down and 28 lb up at 6-2-0,99 lb down and 126 Its up REACTIONS. (lb/size) 6-7 2x4-1 row at O=9-0 oc clinched. at 7-0-12,99 lb down and 126 lb up at 9-0-12,and 99 2 = 1084/0-8-0 (min.0-1-8) 2)All loads are considered equally applied to all plies, lb down and 126 lb up at 10-10-12,and 95 lb down 6 = 1315l0-8-0 (min.0-1-8) except if noted as front(F)or back(B)face in the and 129 lb up at 12-10-12 on top chord,and 386 lb Max Horz LOAD CASE(S)section.Ply to ply connections have down and 255 lb up at 6-2-0,89 lb down and 56 lb up 2 t = 164(LC 4) been provided to distribute only loads noted as(F)or at 7-0-12;89 lb down and 56 lb up at 9-0-12,and-89 Max Uplift (B),unless otherwise indicated. lb down and 56 lb up at 10-10-12,and 94 lb down and = -621(LC 4) 3)Unbalanced roof live loads have been considered 51 lb up at 12-10-12 on bottom chord. The 2 6 = - 28(LC 4) for this design. design/selection of such connection device(s)is the Max Grav 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) responsibility of others. 2 = 1084(LC 1) Vasd=132mph;HVHZ;TCDL=5.Opsf;-BCD L=S.Opsf; 6 = 1315(LC 1) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber LOAD CASE(S) FORCES. (lb) DOL=1.25 plate grip DOL=1.25 Standard Maxi Comp./Max.Ten.-All forces 250(lb)or less except 5)Provide adequate drainage to prevent water 1)Dead+Roof Live(balanced):Lumber Increase=1.25 ponding. Plate Increase=125 when shown. TOP CHORD 6)All plates are MT20 plates unless otherwise Uniform Loads(plf) indicated. Vert:1-4=-70,4-6=-70,11-13=-20,7-10=-20 2-3=-1437/689,3-4=-3105/1685, 7)Plates checked for a plus or minus 0 degree Concentrated Loads(lb) 4-19=2992/1668,19-20=-2996/1669, rotation about its center. Vert:9=-386(B)19=-85(B)20=-85(B)21=-85(B) 5-21J=2999/1670 8)Concentrated loads from layout are not present in 22=-95(B)29=-89(B)31=-89(B)32=89(B) BOT CHORD Load Case(s):#101 1st Moving Load;#201 2nd 34=-94(B) 2-23=-658/1170,23-24=-658/1170, Moving Load;#301 3rd Moving Load;#401 4th 24-25=-658/1170,11-25=-658/1170, Moving Load;#501 5th Moving Load;#601 6th 10-11=-46/270,3-26=-696/1221, Moving Load;#701 7th Moving Load;#801 8th 3-27=-993/1773,10-27=-993/1773, Moving Load;#901 9th Moving Load;#1001 10th 10-28=-1643/2943,9-28=-1643/2943, Moving Load;#1101 11 th Moving Load;#1201 12th 9-29=-1243/2246,29-30=-1243/2246, Moving Load;#1301 13th Moving Load;#1401 14th 30-31=-1243/2246,8-31=-1243/2246, Moving Load. 8-32=1243/2246,32-33=-1243/2246, 9)This truss has been designed for a 10.0 psf bottom 33-34=-1243/2246,7-34=-1243/2246 chord live load nonconcurrent with any other live WEBS loads. 4-9 -263/575,5-9=-484/818, 10)'This truss has been designed for a live load of 5-7 -2431/1346,6-7=-558/1076 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ztSc�Frzt-ulne CNFsfJprti:rtie'bl dgAilAGiLtifs11l8 yEEtl0A1lEtLSEEDkCIIIOSSNS(gWft,�f3?EOpPaBfRflr lHei.Tbrf(lecip rbmzibsmlrFadofisaais(mss gss�havhgPfx�¢9 hz AetleFp(.lFs'te iB;Pt lFin»;eShxtW!r.Fre 7elnstMerrise ihlelulEe IDO,�¢ N'Tei nartdrjnssi8lWasFlln ReTG6fahtslil.HFLFss OF4lge Erlxerle;Sp?adn,tFpFeb',,fie soloist IDDcgrsrm®tmptn;ed6eprF,kssiFnleepeebieT rero!1�ipfir rte i:sl�slax capzimshykhiuDzT7Ue9J,nhr i?1L ih dFi3F FFNn(rnr,ltFia3 miAnFs;ninloiry Anthony T.Tombo Ill,P.E. eeA titdStsTraish:NpAsdiixg lS BFnt(Ifnld3(IttU,1YFb,IAe VYrF�SBdathed FgaiNbl kBtag gfnHH,hdN nFl:Ittl ht lT(.TF:itiFl{flliinila9EagbN vdlM1i.lWgptr�F(1la7gD r+Atnhdlmel Ge ten,iaktiFgTsAag;saaesF,iFnclitlht uihe�g iw8k�:nspsnSitpFf ;80083 ttz tA'ly;zsigae QA(a1]HAI.Al'a s1"#ions,IBM hF pcnin adgtilelhn Foie 16441 TFnpow4 SFhlp ICaFFe;iFF1r01jpF:AMalAp IMMStQen"In-Ahrt-A pit."Bili¢5r~sMeiFslwsaiti9et Wdaesai Re(msCWeen,(loss Cesga hpaFFi wetrcssA'mafNMeF,tdess 4451 St.Lode Blvd. z9noiseldcellpaiunen ugned>?nis rnNg Ip egpin in:inl.IWirasslksi�h;hcHts SC7A±A8.4y Lesigszt,N Tnss$(skmk}iFnt daq Wild g.All toph i:zek:ns He os 1Aaat h TRl' Fort Pierce,FL 34946 (apyright02016A-Itooljtusses-AnthonyLTomboIII:P.b.Repeoducrionolthisdoomed,inanyform,ispiobibitedwithoutThewrittenpetmissionitamA-1RoolTiesses-AnihonyLlambo,III,P.E. fob Truss Truss Type Qty:F�dJob Std. Pao./6811-ELA XCAS6811 AM C01 Monopitch 1 A01161 Reference-(optional) -, Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek industries,Inc. Mon Dec 12 14:35:03 2016-Page ID:cS2yUAsdrwV4V5ztDIW WpPzmH46-fHbfrmAVtNCR4JgggDFNTjzpwK51fdi5SCv1 KSy9hml ri 4-1 3-2-0 5-0-2, 9-0-8 , 16-3-0 22-7-8 24-3-8 1.4-0 3-20 1-10-2 4-0 6 7-2-7 6-4-8 4.00 12 8 9 1.5x4 1 Dead Load Del=V4 it 3x8!::� _ 3x8 MT20HS- 7 1.5x4 II 6 r 5 5 WS d 3x4 5:- cO 4N3 1.5x4 11 W1IA _ 1 2 0 5 13 1 jm 0 221716 28 1425 26 12 27 11 28 10 0 4x8= 7x14 MT20HSI I 6x8= 4x4= 5x6= 3x4=1.5x4 II 1.5x4 11 3x4= ri-5-4,3-2-0,1-10-5-%2 9-0-8 , 16-3-0 22-7-8 1-5 4r1-8-12r2' 4-0-6 7-2-7 6-4-8 Plate Offsets(X,Y)— [3:0-2-10,0-1-111,[7:0-2-14,0-1-81,[10:0-3-0,0-3-01,[13:0-2-12,0-2-121,[15:Edge,0-3-81,[15:0-0-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.28 14-15 >951 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.48 11-12 >557 240 MT20HS- 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:146 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No2*Except* BOT CHORD B2:2x4 SP M 31,B4:2x4 SP No.3 2-22=-1795/1703,17-22=-1795/1703, WEBS 2x4 SP No.3 17-23=-1893/1793,16-23=-1893/1793, OTHERS 2x4 SP No.3 15-16=-954/921,3-24=-2771/2732, BRACING- 15-24=-2771/2732,15-25=-3422/3369, TOP CHORD 14-25=-3422/3369,14-26=-3422/3369, Structural wood sheathing directly applied or 3-6-9 oc 13-26=-3422/3369,5-13=-409/594, purlins, except end verticals. 12-27=-220/352,11-27=-220/352, BOT CHORD 11-28=-860/868,10-28=-860/868 Rigid ceiling directly applied or 3-6-0 oc bracing. WEBS WEBS 4-14=-380/543,4-13=-1285/1292, 1 Row at midpt 11-1 3=-643/584,7-13=-1588/1522, 8-10,7-13,7-10 7-11=0/310,7-10=-1156/1151, MiTek recommends that Stabilizers and required 3-17=-348/347,3-16=-1338/1440 cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) REACTIONS. (lb/size) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; 10 = 1141/0-3-8 (min.0-1-8) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 2 = 110310-8-0 (min.0-1-8) (envelope)and C-C Exterior(2)zone;cantilever left Max Horz and right exposed.;C-C for members and forces& 2 = 535(LC 8) MWFRS for reactions shown;Lumber DOL=1.25 plate Max Uplift grip DOL=1.25 10 = -637(LC 12) 2)All plates are MT20 plates unless otherwise 2 = -490(LC 8) indicated. Max Grav 3)Plates checked for a plus or minus 0 degree 10 = 1141(LC 1) rotation about its center. 2 = 1103(LC 1) 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 5)*This truss has been designed for a live load of when shown. 20.Opsf on-the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-1749/1147,3-4=-3531/2874, bottom chord and any other members. 4-5=-2292/1701,5-6=2300/1874, 6)Provide mechanical connection(by others)of truss 6-7=-2225/1891,8-10=-317/586 to bearing plate capable of withstanding 637 lb uplift at BOT CHORD joint 10 and 490 lb uplift at joint 2. 2-22=-1795/1703,17-22=-1795/1703, 7)This truss has been designed for a moving 17-23=-1893/1793,16-23=-189311793, concentrated load of 200.01b live located at all mid 15-16=-954/921,3-24=-2771/2732, panels and at all panel points along the Bottom Chord, 15-24=-2771/2732,15-25=-3422/3369, nonconcurrent with any other live loads. 14-25=-3422/3369,14-26=-3422/3369, 13-26=-3422/3369,5-13=-409/594, 12-27=-220/352,11-27=-220/352, LOAD CASE(S) 11-28=-860/868,10-28=-860/868 Standard �c¢iestlees flr¢es�,Jjs!!i!.n!'bl*w1[r1H�SS;sj sFltlth6fYtl5k1FSU5a(DA?i11D9sSUSTD9t"t7fi';AaN0i4i&{RiMI'I¢ra Trd{!r!it¢ruen,hrsmdrrNa¢te¢rrrrisrmsu!s�!crmng0[ajcdfte Aeia�i.lai±r;7;f.E rdoa;eSM1!hlAere¢se 9elntW!„visr fil!lnlF.e tDD,ao'r Itilkir-1.1lYnrutll4nil nrti,MinhaDl trintr¢Dsdlt&atlel(I.e,SA..tD!FE(Ftcy lil rNltl lrlTDD rtTf'.tol![aQl!,NH:FtIDer(r�!r51!tII!fClXtll[rrtlri¢!aa�n!m[espxty sr�:T;nste�a,a re of tDD r�r,user mla.ne aesfttsaarnus,hte!TnNni!!s;!!imtaur � Anthony T.Tomba Ill,P.E. aN¢ud5isl:e;s ar!qua:e nNt¢!y¢tr48dtdtizOnu,te!7xui;eemreNnauu tit kit DrGav,w3!utle.Kel tte lir,ti!IriOaM1!IiR FuJFi6y On¢Nir-S.IFPtjTtt!6'ADt IDD IN RtII[Iatri tl DC l,Rr,tRS�F!{ESd�:IT tk'CtI,I!thDefitt¢aF,tm§S1!91t�!rrrSRSS.'?ftC 80083 ' arri:ayDs}rrtdaarDe x.SD¢Ness!I eAmDeIDDMPe pxt esaaa y,il,lun eTtnralus[rxFaz Sdry Ca¢u5tlrcM xlAtlHasStttueumaNhrjennlT la e.IP lkmst!i!trs47'ifin u9 iA:rdDalsu Crsinr fro s!g6n,n aN nrs Yoh un,tden 4451 St.LUde Blvd. t'.A'-..^¢ISI{tNN YteCnhAaj!sN¢D¢tnriA!IEf[D rNatf(nalRi.Tea TRSS DIS)I a{L[N If A'N S:Wa CYSI�ef.NTl¢rf Slih3 Ctli[!<I 01 sp A!I!de¢Allmp:ftdkr`n.*1 a:(nd Is IFFI, tort Pierce,fL 34946 Copyrighl02016A-lioolirustes-Anthony I.Tamho Ilk,I'l Reprodouiaaafthisdoamerl,inanyform,isprohi6dedwithoutThewrintopermissionfromA4RoofBDsses-Anthony1.Tom6oIII,P.f.